CN102967437B - Simulate the test unit of the horizontal autovibration of oblique uniform flow deep sea vertical pipe - Google Patents
Simulate the test unit of the horizontal autovibration of oblique uniform flow deep sea vertical pipe Download PDFInfo
- Publication number
- CN102967437B CN102967437B CN201210437190.4A CN201210437190A CN102967437B CN 102967437 B CN102967437 B CN 102967437B CN 201210437190 A CN201210437190 A CN 201210437190A CN 102967437 B CN102967437 B CN 102967437B
- Authority
- CN
- China
- Prior art keywords
- module
- sliding motion
- vertical sliding
- horizontal slip
- deep sea
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
The invention discloses a kind of test unit of simulating the horizontal autovibration of oblique uniform flow deep sea vertical pipe, this measurement device obtains cylindrical speed and stressed, by solving the right cylinder equation of motion, obtain its real motion response signal under flow action, being applied on model by servomotor by this actual motion signal makes it move again, thus simulates self-sustained oscillation campaign.In test by horizontal slip module for simulating oblique stream, vertical sliding motion module is for simulating the vortex-induced vibration in vertical direction.Setup parameter analogy model structural behaviour of the present invention, instead of test operation loaded down with trivial details in traditional self-sustained oscillation device, accelerates test progress, and provides very large degree of freedom for the selection of Vibration Parameters; The vortex-induced vibration of real simulation standpipe transverse direction; Simulate oblique stream special operation condition; Adopt the segmentation of large scale standpipe, reduce scale effect; Adopt end prosthetic appliance, solve model boundary effect.
Description
Technical field
The present invention relates to oceanographic engineering field, specifically a kind of test unit of simulating the horizontal autovibration of oblique uniform flow deep sea vertical pipe.
Background technology
Standpipe in actual marine environment is long fine flexible structure, can produce vortex-induced vibration under the effect of ocean current, and the structural fatigue that vibration causes or possible resonance etc. cause great threat by the safety of marine structure.
Vortex-induced vibration is that self-excitation produces for the standpipe being in ocean.Due to the restriction of real yardstick test condition, mainly through model test and numerical simulation, the vortex-induced vibration phenomenon to compliant riser is studied at present.Compliant riser is divided into multistage by model test, supposes that each section is rigid cylinder, carries out forced oscillation test or self-sustained oscillation test to cylinder, but the dynamic response of the cylinder under true sea situation that can not forecast with unerring accuracy with the model test of scaling factor; Numerical simulation means then lacks the reliability of its result of calculation of verification experimental verification, and the wherein process of the problem such as convection cell viscosity still imperfection at present.
Not enough below existing traditional self-sustained oscillation experimental study device ubiquity: (1) is confined to the practical structures performance of riser segmented model, the vortex-induced vibration response of the standpipe with given structure performance parameter can only be recorded, reduce universality, and change standpipe, spring, damper etc. and will consume the plenty of time, delay test progress; (2) segmented model can only be made with set cycle forced vibration according to the operating mode of setting, segmented model cannot be recorded and respond really under incoming flow effect; (3) vibration simulation of one degree of freedom can only be carried out, be difficult to the real kinetic characteristic of reflection standpipe; (4) be difficult to simulation incoming flow and be not orthogonal to the special sea situations such as works; (5) plant bulk that is put to the test limits, and the slenderness ratio of model is less, and scale effect is larger.
Summary of the invention
The present invention is directed to above-mentioned problems of the prior art, a kind of test unit of simulating the horizontal autovibration of oblique uniform flow deep sea vertical pipe is provided, be intended to combination model test and numerical simulation, by measurement and the high bandwidth feedback of power, Real-time Numerical Simulation has the kinetic characteristic of the standpipe of virtual architecture parameter, solve existing test unit and be confined to model practical structures performance, the forced vibration of both fixed cycles can only be carried out, be confined to the simulation of following current single-degree of freedom vibration, scale effect is larger, standpipe cannot be simulated in brief more really and be in motion problems in actual sea situation.
The present invention is achieved by the following technical solutions, a kind of test unit of simulating the horizontal autovibration of oblique uniform flow deep sea vertical pipe, be arranged on trailer, comprise: deep sea vertical pipe module, first end prosthese module, the second end prosthese module, the first vertical sliding motion module, the second vertical sliding motion module, the first horizontal slip module, the second horizontal slip module and real-time control system module, deep sea vertical pipe module two ends respectively with first end prosthese module and the second end prosthese model calling; First end prosthese module is connected with the first vertical sliding motion module and the second vertical sliding motion module respectively with the second end prosthese module, and the first vertical sliding motion module and the second vertical sliding motion module all with deep sea vertical pipe module at an angle; First horizontal slip module is connected with the first vertical sliding motion module, and is solidly connected to trailer bottom end, and the second horizontal slip module is connected with the second vertical sliding motion module, and is solidly connected to the other end bottom trailer; Real-time control system module installation is on trailer, respectively with first end prosthese module, the second end prosthese module, the first vertical sliding motion module, the second vertical sliding motion module, the first horizontal slip module and the second horizontal slip model calling, it comprises further: RTOS system, data collection processor, numerical simulation arithmetical unit, motion controller and display, wherein:
RTOS system is connection data Acquisition Processor, numerical simulation arithmetical unit, motion controller and display successively, in order to responsible data collection processor, numerical simulation arithmetical unit, between motion controller and display data transmission;
The input end of data collection processor is connected with first end prosthese module, the second end prosthese module, the first vertical sliding motion module and the second vertical sliding motion module respectively, output terminal is connected with RTOS system, in order to gather the stressed and real time kinematics speed of deep sea vertical pipe module in equal uniform flow, and through Real-Time Filtering, noise reduction and acting force constituent analysis, obtain power parameter and speed parameter is sent to RTOS system;
Numerical simulation arithmetical unit is connected with RTOS system, in order to set the parameter such as virtual mass, damping stiffness coefficient of deep sea vertical pipe module and to be sent to RTOS system, and, receive RTOS system and send the power parameter and speed parameter that are obtained by data collection processor, and solving the equation of motion, the movement velocity obtaining deep sea vertical pipe module subsequent time is sent to RTOS system;
The input end of described motion controller is connected with described RTOS system, output terminal respectively with the first vertical sliding motion module, the second vertical sliding motion module, the first horizontal slip module and the second horizontal slip model calling, the setting result obtained by described numerical simulation arithmetical unit that the described RTOS system received in order to basis sends and result of calculation, export movement instruction respectively to described first vertical sliding motion module, the second vertical sliding motion module, the first horizontal slip module and the second horizontal slip module.
Display is connected with RTOS system, and in order to the power parameter obtained by data collection processor that sends RTOS system and speed parameter, and the steering order that motion controller sends shows.
Preferably, this deep sea vertical pipe module comprises: deep sea vertical pipe model is with two in order to be connected the standpipe fixture splice of first end prosthese module and the second end prosthese module, and two standpipe fixture splices are connected to the two ends of extra large riser model.
Preferably, this deep sea vertical pipe model diameter 150 millimeters-300 millimeters, length is 1 meter-3 meters.
Preferably, this first end prosthese module and the second end prosthese module comprise: prosthese urceolus, three component instrument, three component instrument fixed heads, connecting circular tube, voussoir, sensor fixation plate, flow-stopping plate, sliding dowel block and slide block fixed head, wherein: prosthese urceolus and sensor fixation plate are fixed, the standpipe fixture splice that three component instrument are corresponding with deep sea vertical pipe module is respectively connected with one end of three component instrument fixed heads; The other end and the connecting circular tube of three component instrument fixed heads are affixed, the connecting circular tube other end and voussoir affixed; Voussoir runs through flow-stopping plate, and inside flow-stopping plate by sensor fixation plate and flow-stopping plate affixed, one end of sliding dowel block is connected with the voussoir of flow-stopping plate opposite side; The other end is fixed in inside slide block fixed head, and outside and the vertical sliding motion module of slide block fixed head are affixed; The normal of prosthese urceolus axial line and shelves stream board plane forms an angle, and three component instrument fixed head center lines and three component instrument center lines all overlap with prosthese urceolus axial line.
Preferably, this first end prosthese module becomes mirror image with the second end prosthese module.
Preferably, this the first horizontal slip module and the second horizontal slip module comprise: tooth bar, the first Power Component, the first flange apparatus, balladeur train, balladeur train connecting plate, holder, horizontal slip track and supporting frame group, wherein: the first Power Component is connected with horizontal slip track by the first flange apparatus, its transmission shaft is connected to tooth bar through balladeur train; The side of balladeur train is slidably supported on horizontal slip track, and the side of opposite side and balladeur train connecting plate is affixed; Balladeur train is won in succession and is slidably supported on horizontal slip track, and affixed with corresponding vertical sliding motion module; Supporting frame group upper end and trailer affixed, lower end by holder and sliding rail affixed; Horizontal slip parallel track is at the bottom of towing basin pond, and vertical with corresponding vertical sliding motion module.
Preferably, this first horizontal slip module becomes mirror image with the second horizontal slip module.
Preferably, this the first vertical sliding motion module and the second vertical sliding motion module comprise: the second Power Component, the second flange apparatus, slide block, guide chain, vertical sliding motion track, radome fairing, fixed support and stiffener, wherein: the second Power Component is connected with vertical sliding motion track by the second flange apparatus, its turning axle is connected to slide block by guide chain, skid is supported on vertical sliding motion track, and with the adjustment assembly Joint of corresponding end prosthese module; Vertical sliding motion race orthogonal is in the plane of two horizontal slip module compositions, and be connected with fixed support on rear side of it, both sides are provided with radome fairing; Stiffener two ends be arranged on respectively fixed support with in corresponding horizontal slip module on.
Preferably, this first vertical sliding motion module becomes mirror image with the second vertical sliding motion module.
The invention discloses a kind of test unit of simulating the horizontal autovibration of oblique uniform flow deep sea vertical pipe, this measurement device obtains cylindrical speed and stressed, by solving the right cylinder equation of motion, obtain its real motion response signal under flow action, being applied on model by servomotor by this actual motion signal makes it move again, thus simulates self-sustained oscillation campaign.In test by horizontal slip module for simulating oblique stream, vertical sliding motion module is for simulating the vortex-induced vibration in vertical direction.Setup parameter analogy model structural behaviour of the present invention, instead of test operation loaded down with trivial details in traditional self-sustained oscillation device, accelerates test progress, and provides very large degree of freedom for the selection of Vibration Parameters; The vortex-induced vibration of real simulation standpipe transverse direction; Simulate oblique stream special operation condition; Adopt the segmentation of large scale standpipe, reduce scale effect; Adopt end prosthetic appliance, solve model boundary effect.Compared with prior art, the present invention has following advantage and good effect:
Model test and numerical simulation combine by the present invention, adopt real-time control system, real-time measurement obtains model by the acting force of incoming flow, the speed of motion and acceleration, cylindrical quality, elasticity coefficient, ratio of damping is defined in feedback process, by solving the equation of motion, obtain model stressed after real motion characteristic, then this actual motion signal be applied on model by servomotor make it move, the circulation of realizable force feedback, simulates the autovibration of model.The data collection processor that the present invention adopts, can high frequency image data carry out the process such as Real-Time Filtering, noise reduction, computing, ensures that works model sport is steady, approaches works real motion; The numerical simulation arithmetical unit that the present invention adopts, quality, damping, stiffness coefficient isostructuralism energy parameter can be set, and do not relate to actual physical model, therefore the combination of same set of test model to different quality, damping and spring rate can be utilized to carry out the self-sustained oscillation test of wider scope, simplify test operation, accelerate test progress; The present invention is used for analog stream by horizontal slip module, and vertical sliding motion module is for simulating the vortex-induced vibration in vertical direction.The present invention adopts horizontal 20m, the Precise Orbit routing motion of vertical 2.4m controls, and is conducive to improve control accuracy.In addition, the present invention adopts special end prosthetic appliance to manufacture simulated flow pattern, and does not directly affect measurement mechanism, solves the Boundary Effect problem that in test, model both sides occur; The standpipe segmentation diameter that the present invention adopts can reach 250mm, and length can reach 2m, thus within the scope of normal trailer movement velocity, Reynolds number reaches 10
6magnitude, reduces scale effect, and riser model and incoming flow form an angle simultaneously, the vortex-induced vibration response of simulation cylinder under oblique stream effect.
Accompanying drawing explanation
Fig. 1 is the scheme of installation of experimental provision on trailer that the embodiment of the present invention provides;
Fig. 2 is the structural representation of the experimental provision that the embodiment of the present invention provides;
Fig. 3 is the vertical view of the experimental provision that the embodiment of the present invention provides;
Fig. 4 is the structural representation of the deep sea vertical pipe module that the embodiment of the present invention provides;
Fig. 5 is the structural representation of the end prosthese module that the embodiment of the present invention provides;
Fig. 6 is the end prosthese module prosthese outer barrel structural representation that the embodiment of the present invention provides;
Fig. 7 is the structural representation of the vertical sliding motion module that the embodiment of the present invention provides;
Fig. 8 is the side view of the vertical sliding motion module that the embodiment of the present invention provides;
Fig. 9 is the structural representation of the horizontal slip module that the embodiment of the present invention provides;
Figure 10 is the structural representation of the real-time control system module that the embodiment of the present invention provides.
In figure, 1 is deep sea vertical pipe module, 2 is first end prosthese module, 3 is the second end prosthese module, 4 is the first vertical sliding motion module, 5 is the second vertical sliding motion module, 6 is the first horizontal slip module, 7 is the second horizontal slip module, 8 is real-time control system module, 9 is trailer, 101 is deep sea vertical pipe model, 102 is standpipe fixture splice, 201 is prosthese urceolus, 202 is three component instrument, 203 is three component instrument fixed heads, 204 connecting circular tubes, 205 voussoirs, 206 sensor fixation plates, 207 flow-stopping plates, 208 sliding dowel blocks, 209 slide block fixed heads, 401 is the second Power Component, 402 is the second flange apparatus, 403 is slide block, 404 is guide chain, 405 is vertical sliding motion track, 406 is radome fairing, 407 is fixed support, 408 is stiffener, 601 is tooth bar, 602 is the first Power Component, 603 is the first flange apparatus, 604 is balladeur train, 605 is balladeur train connecting plate, 606 is holder, 607 is horizontal slip track, 608 is supporting frame group, 801 is RTOS system, 802 is data collection processor, 803 is numerical simulation arithmetical unit, 804 is motion controller, 805 is display.
Embodiment
In order to make object of the present invention, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, the present invention is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the present invention, be not intended to limit the present invention.
Refer to Fig. 1 to Fig. 3, a kind of test unit of simulating the horizontal autovibration of oblique uniform flow deep sea vertical pipe, comprise deep sea vertical pipe module 1, first end prosthese module 2, the second end prosthese module 3, first vertical sliding motion module 4, second vertical sliding motion module 5, first horizontal slip module 6, second horizontal slip module 7 and real-time control system module 8, wherein: deep sea vertical pipe module 1 two ends are connected with first end prosthese module 2 and the second end prosthese module 3 respectively, first vertical sliding motion module 4 is connected with first end prosthese module 2 and the first horizontal slip module 6 respectively, second vertical sliding motion module 5 is connected with the second end prosthese module 3 and the second horizontal slip module 7 respectively, first horizontal slip module 6 be fixedly connected with bottom trailer 9 one end and and the first vertical sliding motion module 4 be connected, second horizontal slip module 7 be fixedly connected with bottom trailer 9 other end and and the second vertical sliding motion module 5 be connected, deep sea vertical pipe module 1 and the first vertical sliding motion module 4, install at an angle between second vertical sliding motion module 5, real-time control system module 8 is arranged on trailer 9, respectively with first end prosthese module 2, the second end prosthese module 3, first horizontal slip module 6, second horizontal slip module 7, first vertical sliding motion module 4, second vertical sliding motion module 5 is connected.
As shown in Figure 4, deep sea vertical pipe module 1 comprises: two standpipe fixture splices 102 and deep sea vertical pipe model 101, two standpipe fixture splices 102 are connected to the two ends of deep sea vertical pipe model 101, and deep sea vertical pipe module 101 is connected by standpipe fixture splice 102 two end prosthese modules 2,3 at two ends.
Further, the diameter of deep sea vertical pipe model 101 is 250 millimeters, and length is 2 meters.
First end prosthese module 2 and the second end prosthese module 3 one-tenth mirror image, as Fig. 5, shown in Fig. 6, first end prosthese module 2 and the second end prosthese module 3 comprise: prosthese urceolus 201, three component instrument 202, three component instrument fixed heads 203, connecting circular tube 204, voussoir 205, sensor fixation plate 206, flow-stopping plate 207, sliding dowel block 208, slide block fixed head 209, wherein: prosthese urceolus 201 is fixed with sensor fixation plate 206, three component instrument 202 are connected with three component instrument fixed heads 203 with the standpipe fixture splice 102 of two in deep sea vertical pipe module 1 respectively, the other end of three component instrument fixed heads 203 and one end of connecting circular tube 204 affixed, connecting circular tube 204 other end and voussoir 205 affixed, voussoir 205 is arranged in described flow-stopping plate 207, and affixed by sensor fixation plate 206 and flow-stopping plate 207 inside flow-stopping plate 207, one end of sliding dowel block 208 is connected with the voussoir 205 of flow-stopping plate 207 opposite side, and the other end is fixed in inside slide block fixed head 209, and outside and the vertical sliding motion module 4 of slide block fixed head 209 are affixed, the normal of prosthese urceolus 201 axial line and shelves stream plate 209 plane forms an angle, and three component instrument fixed head 203 center lines and three component instrument 202 center lines all overlap with prosthese urceolus 201 axial line.
First vertical sliding motion module 4 and the second vertical sliding motion module 5 one-tenth mirror image, as Fig. 7, shown in Fig. 8, first vertical sliding motion module 4 and the second vertical sliding motion module 5 comprise: the second Power Component 401, second flange apparatus 402, slide block 403, guide chain 404, vertical sliding motion track 405, radome fairing 406, fixed support 407, stiffener 408, wherein: the second Power Component 401 is connected with vertical sliding motion track 405 by the second flange apparatus 402, its turning axle is connected to slide block 403 by guide chain 404, slide block 403 is slidably supported on the second sliding rail 405, and with adjustment assembly 206 Joint of corresponding end prosthese module 2, the plane that second sliding rail 405 is formed perpendicular to two horizontal slip modules 6,7, be connected with fixed support 407 on rear side of it, both sides are provided with radome fairing 406, stiffener 408 two ends are arranged on fixed support 407 respectively with on the balladeur train connecting plate 608 in corresponding horizontal slip module.
First horizontal slip module 6 and the second horizontal slip module 7 one-tenth mirror image, as shown in Figure 9, first horizontal slip module 6 and the second horizontal slip module 7 comprise: tooth bar 601, first Power Component 602, first flange apparatus 603, balladeur train 604, balladeur train connecting plate 605, holder 606, horizontal slip track 607 and supporting frame group 608, wherein: the first Power Component 602 is connected with horizontal slip track 607 by the first flange apparatus 603, and its transmission shaft is connected to tooth bar 601 through balladeur train 604; The side of balladeur train 604 is slidably supported on horizontal slip track 607, and the side of opposite side and balladeur train connecting plate 605 is affixed; Balladeur train is won in succession and 605 to be slidably supported on sliding rail, and with fixed support 407 Joint of corresponding vertical sliding motion module; Supporting frame group 608 upper end and trailer 9 affixed, lower end is affixed by holder 606 and horizontal slip track 607; Horizontal slip track 607 is parallel at the bottom of towing basin 10 pond, and vertical with corresponding vertical sliding motion module.
Particularly, the length of horizontal slip track 607 is 20m, and the length of vertical sliding motion track 405 is 2.4m
More specifically, the Power Component of the first vertical sliding motion module 4, second vertical sliding motion module 5, first horizontal slip module 6 and the second horizontal slip module 7 is provided with scrambler, three component instrument of scrambler, first end prosthese module 2 are all connected with real-time control system module 8 with three component instrument of the second end prosthese module 3, in order to gather the stressed and real time kinematics speed of deep sea vertical pipe module 1 in oblique equal uniform flow.
As shown in Figure 10, real-time control system module 8 comprises: RTOS system 801, data collection processor 802, numerical simulation arithmetical unit 803, motion controller 804 and display 805.Wherein:
RTOS system 801 is connection data Acquisition Processor 802, numerical simulation arithmetical unit 803, motion controller 804 and display 805 successively, in order to responsible data collection processor, numerical simulation arithmetical unit, between motion controller and display data transmission;
The input end of data collection processor 802 respectively be arranged on three component instrument of first end prosthese module 2 and the second end prosthese module 3, and first vertical sliding motion module 4 be connected with the scrambler on the Power Component of the second vertical sliding motion module 5, output terminal is connected with RTOS system 801, in order to gather the stressed and real time kinematics speed of deep sea vertical pipe module in equal uniform flow, and through Real-Time Filtering, noise reduction and acting force constituent analysis, obtain power parameter and speed parameter is sent to RTOS system 801;
Numerical simulation arithmetical unit 803 is connected with RTOS system 801, in order to set the parameter such as virtual mass, damping stiffness coefficient of deep sea vertical pipe module 1 and to be sent to RTOS system 801, and, receive RTOS system 801 and send the power parameter and speed parameter that are obtained by data collection processor 802, and solving the equation of motion, the movement velocity obtaining deep sea vertical pipe module subsequent time is sent to RTOS system 801;
The input end of motion controller 804 is connected with RTOS system 801, output terminal is connected with the first horizontal slip module 6, second horizontal slip module 7, first vertical sliding motion module 4 and the second vertical sliding motion module 5 respectively, the setting result obtained by numerical simulation arithmetical unit 803 that the RTOS system 801 received in order to basis sends and result of calculation, export movement instruction respectively to the first horizontal slip module 6, second horizontal slip module 7, first vertical sliding motion module 4 and the second vertical sliding motion module 5.
Display 805 is connected with RTOS system 801, and in order to the power parameter obtained by data collection processor 802 that sends RTOS system 801 and speed parameter, and the steering order that motion controller 804 sends shows.
Below in conjunction with Figure 10, illustrating principle of work of the present invention is:
Before on-test, the parameter such as quality, damping, stiffness coefficient of setting simulation deep sea vertical pipe model 101 performance in the numerical simulation arithmetical unit 803 of Measurement and analysis module 8.During on-test, motion controller 803 sends movement instruction to the first Power Component 601 of the first Power Component 601, second horizontal slip track 7 of the first horizontal slip track 6, test unit is moved ahead in towing basin in the horizontal direction with certain initial velocity, because deep sea vertical pipe model 101 and front line direction are angled, thus obtain relative velocity by advancing in hydrostatic and can simulate it and be statically placed in situation in oblique uniform incoming flow, in process of the test, stressed in oblique equal uniform flow of deep sea vertical pipe model 101 measured by three component instrument 202 in first end prosthese module 2 and three component instrument 202 in the second end prosthese module 3, second Power Component 401 of the first vertical sliding motion module 4, deep sea vertical pipe model 101 real time kinematics speed measured by the scrambler that second Power Component 401 grade two of the second vertical sliding motion module 5 overlaps Power Component, data collection processor 802 obtains data with high frequency sampling, through Real-Time Filtering, noise reduction, and acting force constituent analysis etc., obtain power parameter and speed parameter, and output it to numerical simulation arithmetical unit 803, transfer data to display 805 simultaneously and be shown as viewdata.The power parameter that numerical simulation arithmetical unit 803 inputs according to data collection processor 802 and speed parameter, solve the equation of motion, obtain deep sea vertical pipe model 101 next moment real movement velocity, and output it to motion controller 804 and generate steering order.Wherein, in Measurement and analysis module 8, the transmission of all data is all completed by RTOS system 801.After this, movement instruction is sent to the Power Component 401,501 of first, second vertical sliding motion module by motion controller 804, it is made to drive deep sea vertical pipe module 1 laterally with computing velocity motion on the vertical sliding motion track 405 of first, second vertical sliding motion module 4,5 vertical, and arrive the speed calculated after 2 ms, thus the real motion of simulation standpipe.The steering order that motion controller sends is shown by synchronism output to display 3.So far, device realizes a working cycle.After this, three component instrument 202 in first end prosthese module 2 and the second end prosthese module 3 etc. and scrambler continue to measure the stressed and true velocity of deep sea vertical pipe model 101 in equal uniform flow, repeat above-mentioned working cycle, form force feedback system.
Model test and numerical simulation combine by the present invention, adopt real-time control system, real-time measurement obtains model by the acting force of incoming flow, the speed of motion and acceleration, cylindrical quality, elasticity coefficient, ratio of damping is defined in feedback process, by solving the equation of motion, obtain model stressed after real motion characteristic, then this actual motion signal be applied on model by servomotor make it move, the circulation of realizable force feedback, simulates the autovibration of model.The data collection processor 802 that the present invention adopts, can high frequency image data carry out the process such as Real-Time Filtering, noise reduction, computing, ensures that works model sport is steady, approaches works real motion; The numerical simulation arithmetical unit 803 that the present invention adopts, quality, damping, stiffness coefficient isostructuralism energy parameter can be set, and do not relate to actual physical model, therefore the combination of same set of test model to different quality, damping and spring rate can be utilized to carry out the self-sustained oscillation test of wider scope, simplify test operation, accelerate test progress; The present invention adopts two groups of propulsion system, and be used for analog stream by horizontal slip module, vertical sliding motion module is for simulating the vortex-induced vibration in vertical direction.The present invention adopts horizontal 20m, the Precise Orbit routing motion of vertical 2.4m controls, and is conducive to improve control accuracy.In addition, the present invention adopts special end prosthetic appliance to manufacture simulated flow pattern, and does not directly affect measurement mechanism, solves the Boundary Effect problem that in test, model both sides occur; The standpipe segmentation diameter that the present invention adopts can reach 250mm, and length can reach 2m, thus within the scope of normal trailer movement velocity, Reynolds number reaches 10
6magnitude, reduces scale effect, and riser model and incoming flow form an angle simultaneously, the vortex-induced vibration response of simulation cylinder under oblique stream effect.
Above specific embodiments of the invention are described.It is to be appreciated that the present invention is not limited to above-mentioned particular implementation, those skilled in the art can make various distortion or amendment within the scope of the claims, and this does not affect flesh and blood of the present invention.
Claims (6)
1. the test unit of the horizontal autovibration of the oblique uniform flow deep sea vertical pipe of simulation, be arranged on trailer, it is characterized in that, comprise: deep sea vertical pipe module, first end prosthese module, the second end prosthese module, the first vertical sliding motion module, the second vertical sliding motion module, the first horizontal slip module, the second horizontal slip module and real-time control system module, described deep sea vertical pipe module two ends respectively with described first end prosthese module and the second end prosthese model calling; Described first end prosthese module and the second end prosthese module are connected with described first vertical sliding motion module and the second vertical sliding motion module respectively, and described first vertical sliding motion module and the second vertical sliding motion module all with described deep sea vertical pipe module at an angle; Described first horizontal slip module is connected with described first vertical sliding motion module, and is solidly connected to described trailer bottom end, and described second horizontal slip module is connected with described second vertical sliding motion module, and is solidly connected to the other end bottom described trailer; Described real-time control system module installation is on described trailer, respectively with described first end prosthese module, the second end prosthese module, the first vertical sliding motion module, the second vertical sliding motion module, the first horizontal slip module and the second horizontal slip model calling, it comprises further: RTOS system, data collection processor, numerical simulation arithmetical unit, motion controller and display, wherein:
Described RTOS system connects described data collection processor, numerical simulation arithmetical unit, motion controller and display successively, in order to be responsible for described data collection processor, numerical simulation arithmetical unit, between motion controller and display data transmission;
The input end of described data collection processor is connected with described first end prosthese module, the second end prosthese module, the first vertical sliding motion module and the second vertical sliding motion module respectively, output terminal is connected with RTOS system, in order to gather the stressed and real time kinematics speed of described deep sea vertical pipe module in equal uniform flow, and through Real-Time Filtering, noise reduction and acting force constituent analysis, obtain power parameter and speed parameter is sent to described RTOS system;
Described numerical simulation arithmetical unit is connected with RTOS system, in order to set the virtual mass of described deep sea vertical pipe module, damping and stiffness coefficient and to be sent to described RTOS system, and, receive described RTOS system and send the power parameter and speed parameter that are obtained by described data collection processor, and solving the equation of motion, the movement velocity obtaining described deep sea vertical pipe module subsequent time is sent to described RTOS system;
The input end of described motion controller is connected with described RTOS system, output terminal respectively with the first vertical sliding motion module, the second vertical sliding motion module, the first horizontal slip module and the second horizontal slip model calling, the setting result obtained by described numerical simulation arithmetical unit that the described RTOS system received in order to basis sends and result of calculation, export movement instruction respectively to described first vertical sliding motion module, the second vertical sliding motion module, the first horizontal slip module and the second horizontal slip module;
Described display is connected with RTOS system, and in order to the power parameter obtained by data collection processor that sends described RTOS system and speed parameter, and the steering order that described motion controller sends shows;
Described first end prosthese module and the second end prosthese module comprise: prosthese urceolus, three component instrument, three component instrument fixed heads, connecting circular tube, voussoir, sensor fixation plate, flow-stopping plate, sliding dowel block and slide block fixed head, wherein: described prosthese urceolus and described sensor fixation plate are fixed, the standpipe fixture splice that described three component instrument are corresponding with described deep sea vertical pipe module is respectively connected with one end of three component instrument fixed heads; The other end and the connecting circular tube of described three component instrument fixed heads are affixed, the described connecting circular tube other end and described voussoir affixed; Described voussoir runs through flow-stopping plate, and inside flow-stopping plate by described sensor fixation plate and flow-stopping plate affixed, one end of described sliding dowel block is connected with the described voussoir of described flow-stopping plate opposite side; The other end is fixed in inside described slide block fixed head, and outside and the vertical sliding motion module of described slide block fixed head are affixed; The normal of described prosthese urceolus axial line and described flow-stopping plate plane forms an angle, and described three component instrument fixed head center lines and three component instrument center lines all overlap with prosthese urceolus axial line;
Described first horizontal slip module and the second horizontal slip module comprise: tooth bar, the first Power Component, the first flange apparatus, balladeur train, balladeur train connecting plate, holder, horizontal slip track and supporting frame group, wherein: described first Power Component is connected with described horizontal slip track by described first flange apparatus, its transmission shaft is connected to described tooth bar through described balladeur train; The side of described balladeur train is slidably supported on described horizontal slip track, and the side of opposite side and described balladeur train connecting plate is affixed; Described balladeur train is won in succession and is slidably supported on horizontal slip track, and affixed with corresponding described vertical sliding motion module; Support frame as described above group upper end and described trailer affixed, lower end by described holder and described horizontal slip track affixed; Described horizontal slip parallel track is at the bottom of towing basin pond, and vertical with corresponding described vertical sliding motion module;
Described first vertical sliding motion module and the second vertical sliding motion module comprise: the second Power Component, the second flange apparatus, slide block, guide chain, vertical sliding motion track, radome fairing, fixed support and stiffener, wherein: described second Power Component is connected with described vertical sliding motion track by described second flange apparatus, its turning axle is connected to described slide block by described guide chain, described skid is supported on described vertical sliding motion track, and with the adjustment assembly Joint of corresponding described end prosthese module; Described vertical sliding motion race orthogonal, in the plane of two horizontal slip module compositions, is connected with described fixed support on rear side of it, and both sides are provided with described radome fairing; Described stiffener two ends are arranged on fixed support respectively with in corresponding described horizontal slip module.
2. the test unit of the horizontal autovibration of the oblique uniform flow deep sea vertical pipe of simulation according to claim 1, it is characterized in that, described deep sea vertical pipe module comprises: deep sea vertical pipe model is with two in order to be connected the standpipe fixture splice of described first end prosthese module and the second end prosthese module, and described two standpipe fixture splices are connected to the two ends of extra large riser model.
3. the test unit of the horizontal autovibration of the oblique uniform flow deep sea vertical pipe of simulation according to claim 1, it is characterized in that, described deep sea vertical pipe model diameter 150 millimeters-300 millimeters, length is 1 meter-3 meters.
4. the test unit of the horizontal autovibration of the oblique uniform flow deep sea vertical pipe of simulation according to claim 1, it is characterized in that, described first end prosthese module becomes mirror image with the second end prosthese module.
5. the test unit of the horizontal autovibration of the oblique uniform flow deep sea vertical pipe of simulation according to claim 1, it is characterized in that, described first horizontal slip module becomes mirror image with the second horizontal slip module.
6. the test unit of the horizontal autovibration of the oblique uniform flow deep sea vertical pipe of simulation according to claim 1, it is characterized in that, the first vertical sliding motion module becomes mirror image with the second vertical sliding motion module.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210437190.4A CN102967437B (en) | 2012-11-06 | 2012-11-06 | Simulate the test unit of the horizontal autovibration of oblique uniform flow deep sea vertical pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210437190.4A CN102967437B (en) | 2012-11-06 | 2012-11-06 | Simulate the test unit of the horizontal autovibration of oblique uniform flow deep sea vertical pipe |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102967437A CN102967437A (en) | 2013-03-13 |
| CN102967437B true CN102967437B (en) | 2015-08-19 |
Family
ID=47797731
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210437190.4A Active CN102967437B (en) | 2012-11-06 | 2012-11-06 | Simulate the test unit of the horizontal autovibration of oblique uniform flow deep sea vertical pipe |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102967437B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110823510B (en) * | 2019-11-07 | 2022-02-22 | 哈尔滨工程大学 | Marine flexible structure dynamic response experimental device under dynamic boundary condition |
| CN110866354B (en) * | 2019-11-08 | 2021-08-20 | 大连理工大学 | Optimized design method of polymer vascular stent structure considering scale effect |
| CN115014680A (en) * | 2022-06-17 | 2022-09-06 | 中海石油(中国)有限公司 | Vortex-induced vibration test device for steel catenary riser model |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102305697A (en) * | 2011-08-02 | 2012-01-04 | 上海交通大学 | Vortex-induced vibration test device for movable deep sea vertical pipe array model at lower top end of uniform flow |
| CN102323032A (en) * | 2011-08-12 | 2012-01-18 | 上海交通大学 | Oblique uniform flow deep sea pipeline segment model bidirectional forced vibration experiment apparatus |
| CN102323031A (en) * | 2011-08-12 | 2012-01-18 | 上海交通大学 | Deep-sea pipeline segmented model bidirectional forced vibration experimental device under action of uniform flow |
| CN102359857A (en) * | 2011-08-15 | 2012-02-22 | 上海交通大学 | Deep sea standpipe segment model bidirectional forcing vibration experimental apparatus under effect of oblique uniform flow |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2873142B2 (en) * | 1993-02-22 | 1999-03-24 | 川崎重工業株式会社 | Apparatus and method for testing fluid characteristics of tracked vehicle |
-
2012
- 2012-11-06 CN CN201210437190.4A patent/CN102967437B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102305697A (en) * | 2011-08-02 | 2012-01-04 | 上海交通大学 | Vortex-induced vibration test device for movable deep sea vertical pipe array model at lower top end of uniform flow |
| CN102323032A (en) * | 2011-08-12 | 2012-01-18 | 上海交通大学 | Oblique uniform flow deep sea pipeline segment model bidirectional forced vibration experiment apparatus |
| CN102323031A (en) * | 2011-08-12 | 2012-01-18 | 上海交通大学 | Deep-sea pipeline segmented model bidirectional forced vibration experimental device under action of uniform flow |
| CN102359857A (en) * | 2011-08-15 | 2012-02-22 | 上海交通大学 | Deep sea standpipe segment model bidirectional forcing vibration experimental apparatus under effect of oblique uniform flow |
Non-Patent Citations (1)
| Title |
|---|
| VORTEX-INDUCED VIBRATION OF MARINE CABLES: EXPERIMENTS USING FORCE FEEDBACK;F.S.Hover等;《Journal of Fluids and Structures》;19971231;第11卷(第3期);正文第308-310页第2.1节以及图1-2 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102967437A (en) | 2013-03-13 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102967429B (en) | Device for simulating bidirectional self-oscillation under mutual interference of two stand column models under uniform flow | |
| CN101793591B (en) | Aircraft aero-servo-elasticity ground simulating test system | |
| CN104266819A (en) | Device for simulating liquid sloshing generated under random wave action and wave generation method thereof | |
| CN102305696B (en) | Deep sea vertical pipe array model vortex-induced vibration test device with top capable of moving in step flow | |
| CN108918080B (en) | Propeller wake field measurement system under multiplex condition | |
| CN110696991B (en) | Ocean structure forced movement water pool experimental device | |
| CN102313638A (en) | Bidirectional forced vibration experimental apparatus for deep sea riser segment model under action of uniform flow | |
| CN102359857A (en) | Deep sea standpipe segment model bidirectional forcing vibration experimental apparatus under effect of oblique uniform flow | |
| CN102967437B (en) | Simulate the test unit of the horizontal autovibration of oblique uniform flow deep sea vertical pipe | |
| CN102410918B (en) | Vortex-induced vibration simulation test device for deep sea riser model with movable top end under uniform flow | |
| CN102323030B (en) | Deep-sea riser segmented model vertical flow forced vibration experimental device under action of uniform flow | |
| CN102519701B (en) | Vehicle-mounted aeroelastic test platform system | |
| CN102279085A (en) | Simulation test device for vortex-induced vibration of deep-sea vertical pipe array model under conditions of uniform defluxion and pretension | |
| CN112146833B (en) | Experimental device for simulating submarine pipeline vortex-induced vibration in complex marine environment | |
| CN104589359A (en) | Method for controlling vibration of flexible manipulator based on vibration observer | |
| CN102305697B (en) | Vortex-induced vibration test device for movable deep sea vertical pipe array model at lower top end of uniform flow | |
| CN102980732B (en) | The test unit of the horizontal autovibration of simulation uniform flow deep sea vertical pipe | |
| CN102967430B (en) | Simulate the test unit of the two-way autovibration of oblique uniform flow deep sea vertical pipe | |
| CN102967428B (en) | Testing device for simulating self-oscillation under mutual interference of two stand column models under uniform flow | |
| CN204008006U (en) | A kind of pipeline internal force balance system | |
| CN101086467A (en) | Tuned mass damper half-practicality imitation test method and system for marine platform | |
| CN102967431B (en) | The test unit of the two-way autovibration of simulation uniform flow deep sea vertical pipe | |
| CN211825372U (en) | Mechanical property experiment device for ocean test pipe column | |
| CN111122142B (en) | Experimental device and method for researching dynamic response and flow field characteristics of anchor chain under cyclic motion | |
| CN102914363B (en) | Experimental device for quantitative analysis of influence rule of bending on shaft rotation vibration |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |