CN107703004B - Structural strength simulation parameter verification and calibration device and method - Google Patents

Structural strength simulation parameter verification and calibration device and method Download PDF

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CN107703004B
CN107703004B CN201710911071.0A CN201710911071A CN107703004B CN 107703004 B CN107703004 B CN 107703004B CN 201710911071 A CN201710911071 A CN 201710911071A CN 107703004 B CN107703004 B CN 107703004B
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frame
sample
pressure gauge
clamping plate
plate
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CN107703004A (en
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龚宝龙
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Suzhou Inspur Intelligent Technology Co Ltd
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/20Investigating strength properties of solid materials by application of mechanical stress by applying steady bending forces
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/20Design optimisation, verification or simulation

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Abstract

The invention discloses a structural strength simulation parameter verification and calibration device which comprises an L-shaped base, wherein a pressure meter clamping component is arranged on a transverse plate of the base, the pressure meter clamping component comprises a frame, the frame is connected with the transverse plate in a sliding mode, a pressing block used for pressing a sample is arranged on a vertical plate of the base, the front end of the sample extends forwards through the frame, a pressure meter is arranged inside the frame and above the sample, the pressure meter is fixedly connected with the frame through a first clamping plate and a second clamping plate, and a graduated scale is arranged on the frame. Meanwhile, the device and the method can quickly and effectively correct the material simulation parameters and ensure the reliability of the simulation result.

Description

Structural strength simulation parameter verification and calibration device and method
Technical Field
The invention relates to a calibration and calibration device, in particular to a device and a method for verifying and calibrating a structural strength simulation parameter.
Background
In the structural simulation work, the material properties of all parts, such as density, elastic modulus, Poisson's ratio, yield limit, breaking strength and the like, need to be input. These properties of commonly used materials are generally obtained from tensile tests and are inherent to the material. However, in actual production, the intrinsic properties of materials from different manufacturers and different batches of materials are different even if the same material is used, due to the influence of factors such as material components, process parameters, preparation methods and impurities. When the simulation is carried out, the difference is often ignored, and the simulation parameters are set according to the inherent properties of the material, so that the deviation of the simulation result is large.
Based on the problems, the invention provides a structural strength simulation parameter verification and calibration device and method, which adopt a bending experiment method to compare the displacement deviation of simulation and experiment deformation and further adjust simulation parameters, so that the simulation and the experiment deformation are completely the same, and the material simulation parameters are quickly and effectively corrected.
Disclosure of Invention
Aiming at the problems, the invention provides a structural strength simulation parameter verification and calibration device and a method, the calibration device carries out bending experiments on material samples of the same batch, then the experiment results obtained by the calibration device are compared with the simulation results, and purposefully adjusting the simulation parameters through the comparison results until the simulation and the experiment deformation are completely the same, and the device and the method can quickly and effectively correct the material simulation parameters and ensure the reliability of the simulation results.
The technical scheme adopted by the invention for solving the technical problems is as follows:
a structural strength simulation parameter verification and calibration device comprises an L-shaped base, wherein a pressure gauge clamping component is arranged on a transverse plate of the base and comprises a frame, the frame is in sliding connection with the transverse plate, a pressing block used for pressing a sample is arranged on a vertical plate of the base, the front end of the sample extends forwards through the frame, a pressure gauge is arranged inside the frame and above the sample and fixedly connected with the frame through a first clamping plate and a second clamping plate, and a graduated scale is arranged on the frame;
the left and right ends of the first clamping plate are respectively provided with a clamping bolt which sequentially penetrates through the first clamping plate, the frame and the second clamping plate along the front-back direction, the rear end of the clamping bolt is provided with a second locking nut, the first clamping plate, the frame and the second clamping plate are provided with holes, holes of the clamping bolt are through holes, and the clamping bolt is located between the first clamping plate and the frame and between the second clamping plate and the frame, and is provided with an adjusting nut.
Further, the frame on be provided with two sliding bolt at least, the diaphragm on be provided with sliding bolt's head matched with T type slide, T type slide with sliding bolt quantity the same, and the one-to-one, sliding bolt on be provided with the first lock nut that is used for locking the frame.
Further, the head of the sliding bolt is square.
Furthermore, scales are arranged on the right side face of the transverse plate, and a pointer is arranged at the lower end of the right side face of the frame.
Furthermore, a first indicator light is arranged on the front side face of the compressing block, a long round hole in the vertical direction is formed in the right frame of the frame, the axis of the long round hole in the vertical direction is collinear with the pointer, and a second indicator light is arranged on the left frame of the frame and corresponds to the long round hole.
Furthermore, an upper pressure plate is arranged inside the frame, a guide pillar capable of sliding up and down along the upper frame of the frame is arranged on the upper pressure plate, a tightening bolt is arranged on the upper frame of the frame, and the lower end face of the tightening bolt abuts against the upper pressure plate.
Furthermore, rubber pads are arranged on the first clamping plate, the second clamping plate and the upper pressing plate respectively.
A structural strength simulation parameter verification and calibration method comprises the following steps:
(1) compacting the sample;
(2) loosening the first locking nut and adjusting the position of the frame;
(3) setting the pressure value on the pressure gauge at A1, opening a switch of the pressure gauge, pressing the sample, observing the change of the suspended end of the sample until the sample is not deformed, and reading the deformation delta 1 of the sample;
(4) setting the pressure value on the pressure gauge at A2, opening a switch of the pressure gauge, pressing the sample, observing the change of the suspended end of the sample until the sample is not deformed, and reading the deformation delta 2 of the sample;
(5) setting the pressure value on the pressure gauge at A3, opening a switch of the pressure gauge, pressing the sample, observing the change of the suspended end of the sample until the sample is not deformed, and reading out the deformation delta 3 of the sample;
(6) establishing a simulation model according to the position of a pressure point in the calibrating device, setting material parameters, then setting pressure input to be A1, and reading a simulation deformation value to be lambda 1;
(7) setting the pressure input to be A2, and reading the simulation deformation value to be lambda 2;
(8) setting the pressure input to be A3, and reading the simulation deformation value to be 3;
(9) respectively comparing lambda 1 and delta 1, lambda 2 and delta 2, lambda 3 and delta 3, and adjusting the material parameters of the sample in the simulation model according to the comparison result;
(10) repeating the operation steps (6) - (9) until the differences of the lambda 1 and the delta 1, the lambda 2 and the delta 2, and the lambda 3 and the delta 3 are all in the range of 1%.
The effect provided in the summary of the invention is only the effect of the embodiment, not all the effects of the invention, and one of the above technical solutions has the following advantages or beneficial effects:
1. the calibration device is used for performing bending experiments on material samples in the same batch, comparing the experiment results obtained by the calibration device with simulation results, and purposefully adjusting simulation parameters through comparison results until the simulation and the experiment deformation are completely the same.
2. The method is simple to operate, and the position of the pressure point can be conveniently adjusted, so that the simulation model is consistent with the actual model.
3. The pressure gauge clamp assembly can adapt to pressure gauges with different sizes, so that once the pressure gauge is damaged, the pressure gauge on the market can be purchased at will without requiring the pressure gauge to be consistent with the original model, and inconvenience brought to the use of the device by updating of products is avoided. In addition, the position of the pressure point can be adjusted after the pressure gauge is replaced, and the consistency of the pressure point of the actual model and the pressure point of the simulation model is ensured.
Drawings
FIG. 1 is a schematic perspective view of a calibration device;
FIG. 2 is an enlarged schematic view of portion A of FIG. 1;
FIG. 3 is an enlarged schematic view of portion B of FIG. 1;
FIG. 4 is an enlarged schematic view of a portion C of FIG. 1;
FIG. 5 is an enlarged schematic view of a portion D of FIG. 1;
FIG. 6 is an enlarged schematic view of section E of FIG. 1;
FIG. 7 is an enlarged view of portion F of FIG. 1;
FIG. 8 is a front view of the calibration device;
FIG. 9 is an enlarged schematic view of portion G of FIG. 8;
FIG. 10 is a left side view of FIG. 8;
fig. 11 is a perspective view of the slide bolt.
In the figure: 1-base, 11-horizontal plate, 111-T-shaped slideway, 12-vertical plate, 13-pressing block, 131-first indicator light, 2-pressure gauge clamp component, 21-frame, 211-slotted hole, 22-first clamping plate, 23-second clamping plate, 24-rubber pad, 25-locking bolt, 251-second locking nut, 252-adjusting nut, 26-upper pressing plate, 261-guide pillar, 27-top locking bolt, 28-graduated scale, 29-second indicator light, 3-sliding bolt, 31-first locking nut, 4-sample, 5-pressure gauge.
Detailed Description
In order to clearly explain the technical features of the present invention, the following detailed description of the present invention is provided with reference to the accompanying drawings. The following disclosure provides many different embodiments, or examples, for implementing different features of the invention. To simplify the disclosure of the present invention, the components and arrangements of specific examples are described below. Furthermore, the present invention may repeat reference numerals and/or letters in the various examples. This repetition is for the purpose of simplicity and clarity and does not in itself dictate a relationship between the various embodiments and/or configurations discussed. It should be noted that the components illustrated in the figures are not necessarily drawn to scale. Descriptions of well-known components and processing techniques and procedures are omitted so as to not unnecessarily limit the invention.
For convenience of description, a coordinate system is now defined as shown in fig. 1.
As shown in fig. 1, the structural strength simulation parameter verification calibration device comprises a base 1, wherein the base 1 comprises a transverse plate 11 and a vertical plate 12 arranged at one end of the transverse plate 11, and the transverse plate 11 and the vertical plate 12 form an L shape together. As a specific embodiment, the horizontal plate 11 and the vertical plate 12 in this embodiment are fixedly connected by welding.
As shown in fig. 1, a pressure gauge clamping assembly 2 for clamping a pressure gauge 5 is arranged on the transverse plate 11. The pressure gauge clamping assembly 2 comprises a square frame 21, and the frame 21 is slidably connected with the transverse plate 11. As shown in fig. 1 and 4, the upper end of the vertical plate 12 is provided with a pressing block 13, and the pressing block 13 is fixedly connected with the vertical plate 12 through a pressing bolt. The sample 4 is pressed between the pressing block 13 and the upper end face of the vertical plate 12, and the front end of the sample 4 extends forwards through the frame 21. A pressure gauge 5 is provided inside the frame 21 above the sample 4. The pressure gauge 5 is fixedly connected with the frame 21 through a first clamping plate 22 and a second clamping plate 23 which are respectively arranged at the front side and the rear side of the pressure gauge 5. The frame 21 is provided with a scale 28 on the front side of the frame in the vertical direction. In this embodiment, a graduated scale 28 is disposed on the front side of the left frame of the frame 21.
Furthermore, because a simulation model needs to be established according to an actual experimental model during working, namely the position of a pressure point in the simulation model is set according to the position of the pressure point of the calibration device, and keeping the consistency of the pressure point is a precondition for ensuring the accuracy of a calibration result. Therefore, the position of the pressure point needs to be measured manually by a ruler before calibration, which is complicated on one hand and inaccurate on the other hand.
For this purpose, as shown in fig. 8, a scale (not shown) is provided on the right side surface of the cross plate 11, and a pointer is provided at the lower end of the right side surface of the frame 21 and is located at the middle in the thickness direction of the frame 21 (the dimension in the front-rear direction is the thickness). Therefore, when the pressure gauge 5 is installed, as long as the pressure head of the pressure gauge 5 is located in the middle of the thickness direction of the frame 21, the scales indicated by the pointer are the positions of the pressure applying points of the pressure gauge 5, measurement is not needed, and reading is convenient.
Further, since the pressure gauge 5 is a commercially available part, and the pressure gauge 5 of different manufacturers has different shapes and sizes, when the pressure gauge 5 is damaged, the new pressure gauge 5 may not meet the installation requirements.
For this, as shown in fig. 1, 8 and 9, the left and right ends of the first clamping plate 22 are respectively provided with a clamping bolt, and the clamping bolt sequentially penetrates through the first clamping plate 22, the frame 21 and the second clamping plate 23 along the front-back direction, and the rear end of the clamping bolt is provided with a second locking nut 251. The holes for accommodating the clamping bolts on the first clamping plate 22, the frame 21 and the second clamping plate 23 are all through holes. The clamping bolt is provided with an adjusting nut 252 between the first clamping plate 22 and the frame 21, and between the second clamping plate 23 and the frame 21.
Further, for convenience of adjustment, as shown in fig. 1 and 5, an oblong hole 211 is provided on a right frame of the frame 21 along a vertical direction, and the oblong hole 211 is located in a middle of the frame 21 in a thickness direction. A second indicator light 29 is arranged on the inner side surface of the left frame of the frame 21, and the position of the second indicator light 29 corresponds to the position of the oblong hole 211. As shown in fig. 4, a first indicator light 131 is disposed at a middle position of the front side of the pressing block 13.
Thus, when the pressure gauge 5 needs to be replaced, one surface of the pressure gauge 5 is firstly attached to the first clamping plate 22, then the position of the pressure gauge 5 along the left-right direction is adjusted, the pressure gauge is observed from the front side until the pressure head of the pressure gauge 5 shields the first indicator lamp 131, then the second clamping plate 23 is installed, and the second locking nut 251 is locked. At this time, the pressure gauge 5 has been clamped between the first clamping plate 22 and the second clamping plate 23, but the position of the pressure gauge 5 in the front-rear direction is not fixed. And then the pressure gauge 5 is moved along the front-back direction, the clamping bolt moves back and forth in the through hole of the frame 21 and is observed from the oblong hole 211 until the pressure head of the pressure gauge 5 shields the second indicator light 29, and then the adjusting nuts 252 are respectively screwed.
Further, since the pressure gauge 5 is not reliable enough only by the friction between the first clamping plate 22 and the second clamping plate 23 and the pressure gauge 5 when applying pressure to the sample 4, the pressure gauge 5 may slide relative to the first clamping plate 22 and the second clamping plate 23, and therefore, it is reliable to make the upper end surface of the pressure gauge 5 abut on the upper frame of the frame 21. However, the pressure gauge 5 is a commercially available part, and the pressure gauge 5 of different manufacturers has different outer shapes and sizes, and when the pressure gauge 5 is damaged, the new pressure gauge 5 may not satisfy the installation requirements.
For this purpose, as shown in fig. 1 and 10, an upper pressure plate 26 is disposed inside the frame 21 above the pressure gauge 5, a guide post 261 is disposed on the upper pressure plate 26, and a through hole for receiving the guide post 261 is disposed on an upper rim of the frame 21. The upper frame of the frame 21 is connected with a puller bolt 27 through a thread, and the lower end surface of the puller bolt 27 is abutted against the upper pressure plate 26.
This allows on the one hand to satisfy different sizes of pressure gauges 5; on the other hand, a button is arranged on the front side surface of the pressure gauge 5, so that the clamping positions of the first clamping plate 22 and the second clamping plate 23 can be adjusted while the upper end surface of the pressure gauge 5 is reliably pressed, and the position of the button is avoided.
As a specific implementation manner, the pressure gauge 5 in this embodiment adopts a constant pressure gauge 5, and the constant pressure gauge 5 is the prior art and is not described herein again.
As a specific implementation manner, in the present embodiment, as shown in fig. 1 and fig. 6, the transverse plate 11 is provided with at least two T-shaped slideways 111 arranged along the front-back direction. As a specific implementation manner, the number of the T-shaped slideways 111 in this embodiment is two. Every T type slide 111 in all be provided with a sliding bolt 3, just sliding bolt 3's head is located the T type spout in, can follow T type slide 111 slide from beginning to end. As shown in fig. 7, the upper end of the sliding bolt 3 extends upward through the lower frame of the frame 21, and a through hole for receiving the sliding bolt 3 is provided on the lower frame of the frame 21. A first locking nut 31 is disposed on the sliding bolt 3 at an upper portion of a lower frame of the frame 21. When the first locking nut 31 is loosened, the frame 21 can slide along the T-shaped slideway 111, and when the first locking nut 31 is tightened, the position between the frame 21 and the transverse plate 11 is locked.
Preferably, as shown in fig. 11, the head of the slide bolt 3 has a square shape.
Further, in order to ensure the reliability of clamping the pressure gauge 5, as shown in fig. 2 and 3, rubber pads 24 are respectively provided on the inner side surfaces of the first clamping plate 22 and the second clamping plate 23 (the side opposite to the first clamping plate 22 and the second clamping plate 23 is the inner side), and on the lower side surface of the upper pressing plate 26.
A structural strength simulation parameter verification and calibration method comprises the following steps:
(1) the sample 4 is compacted by a compaction block 13;
(2) loosening the first lock nut 31 and moving the frame 21 until the pointer on the frame 21 indicates the required scale;
(3) rotating a pressure value setting button on the pressure gauge 5, setting a pressure value on A1, opening a switch of the pressure gauge 5, pressing the sample 4, observing the change of the suspended end of the sample 4 until the sample 4 is not deformed, and reading a scale value corresponding to the suspended end of the sample 4, namely the deformation delta 1 of the sample 4;
(4) rotating a pressure value setting button on the pressure gauge 5, setting a pressure value on A2, opening a switch of the pressure gauge 5, pressing the sample 4, observing the change of the suspended end of the sample 4 until the sample 4 is not deformed, and reading a scale value corresponding to the suspended end of the sample 4, namely the deformation delta 2 of the sample 4;
(5) rotating a pressure value setting button on the pressure gauge 5, setting a pressure value on A3, opening a switch of the pressure gauge 5, pressing the sample 4, observing the change of the suspended end of the sample 4 until the sample 4 is not deformed, and reading a scale value corresponding to the suspended end of the sample 4, namely the deformation delta 3 of the sample 4;
(6) establishing a simulation model according to the position of a pressure point in the calibrating device, setting material parameters, then setting pressure input to be A1, and reading a simulation deformation value to be lambda 1;
(7) setting the pressure input to be A2, and reading the simulation deformation value to be lambda 2;
(8) setting the pressure input to be A3, and reading the simulation deformation value to be 3;
(9) respectively comparing lambda 1 and delta 1, lambda 2 and delta 2, lambda 3 and delta 3, and adjusting the material parameters of the sample 4 in the simulation model according to the comparison result;
(10) repeating the operation steps (6) - (9) until the differences between λ 1 and δ 1, λ 2 and δ 2, and λ 3 and δ 3 are all in the range of 1%, i.e., | δ 1- λ 1 |/δ 1< 1%, | δ 2- λ 2 |/δ 2< 1%, | δ 3- λ 3 |/δ 3< 1%.
As a specific embodiment, the amount of A1 is 1kg, the amount of A2 is 2kg, and the amount of A3 is 3 kg.
The foregoing is only a preferred embodiment of the present invention, and it will be apparent to those skilled in the art that various modifications and improvements can be made without departing from the principle of the invention, and such modifications and improvements are also considered to be within the scope of the invention.

Claims (8)

1. The utility model provides a structural strength simulation parameter verification calibrating device which characterized in that: the pressure gauge comprises an L-shaped base, a pressure gauge clamping component is arranged on a transverse plate of the base, the pressure gauge clamping component comprises a square frame, the frame is connected with the transverse plate in a sliding mode, a pressing block used for pressing a sample is arranged on a vertical plate of the base, the front end of the sample extends forwards through the frame, a pressure gauge is arranged inside the frame and above the sample, the pressure gauge is fixedly connected with the frame through a first clamping plate and a second clamping plate, and a graduated scale is arranged on the frame;
the left and right ends of the first clamping plate are respectively provided with a clamping bolt which sequentially penetrates through the first clamping plate, the frame and the second clamping plate along the front-back direction, the rear end of the clamping bolt is provided with a second locking nut, the first clamping plate, the frame and the second clamping plate are provided with holes, holes of the clamping bolt are through holes, and the clamping bolt is located between the first clamping plate and the frame and between the second clamping plate and the frame, and is provided with an adjusting nut.
2. The structural strength simulation parameter verification calibration device of claim 1, wherein: the frame on be provided with two sliding bolt at least, the diaphragm on be provided with sliding bolt's head matched with T type slide, T type slide with sliding bolt quantity the same, and the one-to-one, sliding bolt on be provided with the first lock nut that is used for locking the frame.
3. The structural strength simulation parameter verification calibration device of claim 2, wherein: the head of the sliding bolt is square.
4. The structural strength simulation parameter verification calibration device of claim 1, wherein: scales are arranged on the right side face of the transverse plate, and a pointer is arranged at the lower end of the right side face of the frame.
5. The structural strength simulation parameter verification calibration device of claim 1, wherein: the front side face of the pressing block is provided with a first indicator lamp, a long round hole in the vertical direction is formed in the right frame of the frame, the axis of the long round hole in the vertical direction is collinear with the pointer, and a second indicator lamp is arranged on the left frame of the frame and corresponds to the long round hole.
6. The structural strength simulation parameter verification calibration device of claim 1, wherein: the frame is characterized in that an upper pressing plate is arranged inside the frame, a guide pillar capable of sliding up and down along an upper frame of the frame is arranged on the upper pressing plate, a puller bolt is arranged on the upper frame of the frame, and the lower end face of the puller bolt abuts against the upper pressing plate.
7. The structural strength simulation parameter verification calibration device of claim 6, wherein: rubber pads are arranged on the first clamping plate, the second clamping plate and the upper pressing plate respectively.
8. A calibration method using the structural strength simulation parameter verification calibration apparatus of claim 2, wherein: the method comprises the following steps:
(1) compacting the sample;
(2) loosening the first locking nut and adjusting the position of the frame;
(3) setting the pressure value on the pressure gauge at A1, opening a switch of the pressure gauge, pressing the sample, observing the change of the suspended end of the sample until the sample is not deformed, and reading the deformation delta 1 of the sample;
(4) setting the pressure value on the pressure gauge at A2, opening a switch of the pressure gauge, pressing the sample, observing the change of the suspended end of the sample until the sample is not deformed, and reading the deformation delta 2 of the sample;
(5) setting the pressure value on the pressure gauge at A3, opening a switch of the pressure gauge, pressing the sample, observing the change of the suspended end of the sample until the sample is not deformed, and reading out the deformation delta 3 of the sample;
(6) establishing a simulation model according to the position of a pressure point in the calibrating device, setting material parameters, then setting pressure input to be A1, and reading a simulation deformation value to be lambda 1;
(7) setting the pressure input to be A2, and reading the simulation deformation value to be lambda 2;
(8) setting the pressure input to be A3, and reading the simulation deformation value to be 3;
(9) respectively comparing lambda 1 and delta 1, lambda 2 and delta 2, lambda 3 and delta 3, and adjusting the material parameters of the sample in the simulation model according to the comparison result;
(10) repeating the operation steps (6) - (9) until the differences of the lambda 1 and the delta 1, the lambda 2 and the delta 2, and the lambda 3 and the delta 3 are all in the range of 1%.
CN201710911071.0A 2017-09-29 2017-09-29 Structural strength simulation parameter verification and calibration device and method Active CN107703004B (en)

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CN102175511B (en) * 2010-12-24 2013-05-08 深圳市大族激光科技股份有限公司 Method and system for estimating material property
CN103115761B (en) * 2013-01-22 2015-01-21 天津钢管集团股份有限公司 1500t vertical united force testing machine instability preventing device
CN103743627B (en) * 2013-12-26 2016-01-20 中国石油集团钻井工程技术研究院江汉机械研究所 A kind of hot spray coating toughness device for quick testing and using method
CN203965259U (en) * 2014-06-16 2014-11-26 陕西钢铁集团有限公司 An a kind of roll-type bend testing apparatus
CN205643036U (en) * 2016-05-04 2016-10-12 上海工程技术大学 An axle form crooked deformation test device
CN206326530U (en) * 2016-10-11 2017-07-14 宝沃汽车(中国)有限公司 Fluid torque-converter is coordinated to be assembled to the assembling jig on engine

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