CN102401727A - Method for obtaining mechanical joint stiffness - Google Patents

Method for obtaining mechanical joint stiffness Download PDF

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Publication number
CN102401727A
CN102401727A CN2011102475980A CN201110247598A CN102401727A CN 102401727 A CN102401727 A CN 102401727A CN 2011102475980 A CN2011102475980 A CN 2011102475980A CN 201110247598 A CN201110247598 A CN 201110247598A CN 102401727 A CN102401727 A CN 102401727A
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stiffness
joint portion
contact layer
rigidity
natural frequency
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王世军
赵金娟
马敬志
郭璞
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Xian University of Technology
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Xian University of Technology
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Abstract

The invention discloses a method for obtaining mechanical joint stiffness. The method is implemented according to the following steps: firstly, a pulse excitation method is adopted so as to obtain resonance frequency of an actual structure; secondly, an upper contact layer and a lower contact layer of a joint are regarded as a virtual material so as to build a finite element analytical model of an overall structure comprising the joint; and thirdly, a group of initial values of normal stiffness Kn and tangent stiffness Kt is firstly preset, and the preset values of the normal stiffness Kn and the tangent stiffness Kt are revised after the natural frequency which is obtained through computing and the resonance frequency which is obtained through experiment are compared with each other so as to ensure that the natural frequency which is obtained through computing continuously approaches the resonance frequency which is obtained through experiment until the natural frequency which is obtained through computing is approximate enough with the resonance frequency which is obtained through experiment, then last preset group of values of the normal stiffness Kn and the tangent stiffness Kt is the joint stiffness final fixed value which is obtained through adopting the method. In the method adopted by the invention, the iterative method is adopted so as to continuously adjust the design variable, and the finally obtained design variable is the joint stiffness data.

Description

A kind of method that obtains mechanical bond portion rigidity
Technical field
The invention belongs to the mechanical detection technical field, relate to a kind of method that obtains mechanical bond portion rigidity.
Background technology
The joint portion is meant two parts surface in contacts and accessory structure on every side thereof, and the fundamental purpose of joint portion research is to explore the Changing Pattern of contact stiffness and damping, obtains contact stiffness and damping data, realizes machine performance analysis and prediction.
All there is remarkable influence the joint portion to the static state and the dynamic perfromance of lathe.According to statistics, 30%-50% derives from the rigidity of joint portion in the quiet rigidity of lathe, and it is to be derived from the joint portion that the dynamic flexibility of lathe has more than 60%, and the damping value of lathe has especially and derives from the joint portion more than 90%.The modern machine design is the high-grade, digitally controlled machine tools design of principal character with high speed, high precision and high-level efficiency especially, need just can foresee the dynamics of lathe urgently in the pattern design phase.The joint portion The Characteristic Study is all to have crucial meaning theoretically or from practical application.But, because the joint portion is present between the parts, observe, measure and study all very difficulty, at present still immature to the research of joint portion kinetic property and mechanism, in the design phase complete machine performance is predicted still very difficulty accurately.
The research of joint portion problem is mainly carried out around machine tool structure at present, but in other physical construction, has the joint portion problem equally.The static state of single part and dynamic property can be analyzed through methods such as finite elements now exactly; But the performance evaluation of the complete machine structure that is made up of a plurality of parts can't be satisfactory; Main difficulty is that the contact stiffness of two piece surfaces and damping also can't accurately foresee in the design phase, and the joint portion problem is complete machine is moved towards in the physical construction performance evaluation by single-piece a key.
Summary of the invention
The purpose of this invention is to provide a kind of method that obtains mechanical bond portion rigidity, solved prior art and analyzed not accurate enough problem for the complete machine joint portion rigidity property that constitutes by a plurality of parts.
The technical scheme that the present invention adopted is, a kind of method that obtains mechanical bond portion rigidity, and this method is implemented according to following steps:
Step 1, employing pulse excitation method obtain the resonant frequency of practical structures
Through adopting the pulse hammer excitation structure, obtain the impulse response signal of joint portion structure, this impulse response signal is carried out Fourier transform, obtain the amplitude-frequency response of joint portion structure, confirm the resonant frequency of joint portion structure according to this amplitude-frequency response;
Step 2, the contact layer up and down of joint portion is regarded as a kind of virtual material, sets up the finite element analysis model of the complete machine structure that comprises the joint portion, obtain the differential equation of joint portion free vibration of structures:
M δ · · + Kδ = 0 - - - 1 )
M is the mass matrix of structure;
Figure BDA0000086189270000022
is vector acceleration; K is a structural stiffness matrix; δ is a motion vector, has comprised the rigidity of part and the rigidity of contact layer among the stiffness matrix K, writes accepted way of doing sth 1-1):
K = K c K j - - - 1 - 1 )
K wherein cBe the rigidity of part part,, confirm K through Finite Element Method according to the geometric configuration of part and elastic modulus, Poisson ratio and the density of material cK jBe the rigidity of contact layer, comprise normal stiffness K nWith the tangential stiffness K τ, write accepted way of doing sth 1-2):
K j = K n K τ - - - 1 - 2 )
The normal stiffness K in likes 1-2) nWith the tangential stiffness K τBe unknown,
The differential equation 1 by free vibration) obtain the free vibration frequencies equation:
|K-ω 2M|=0 2)
Following formula 2) mass matrix M is known in, and vectorial ω is the natural frequency of structure, has only the contact layer stiffness K among the stiffness matrix K jThe unknown is if know the contact layer stiffness K j, then according to formula 2) and formula can try to achieve the natural frequency ω of structure;
Step 3, confirm the joint portion parameter, i.e. the normal stiffness K of contact layer through process of iteration nWith the tangential stiffness K τ
At first preset one group of normal stiffness K nWith the tangential stiffness K τInitial value, according to formula 2) calculate the natural frequency ω of complete machine structure, the resonant frequency that the natural frequency ω that calculates and experiment are obtained relatively after, revised law is to stiffness K nWith the tangential stiffness K τPreset value; Make and calculate the resonant frequency that the natural frequency ω that obtains constantly approaches the experiment acquisition; The natural frequency ω that obtains is enough approaching with the resonant frequency that experiment obtains up to calculating, and this is confirmed according to concrete technical requirement near amplitude, then last one group of preset normal stiffness K nWith the tangential stiffness K τNumerical value, be exactly the final determined value of joint portion rigidity that this method obtains.
The invention has the beneficial effects as follows; Setting up the system model comprise the joint portion based on Finite Element Method, is design variable with the normal stiffness and the tangential rigidity of part surface of contact, behind the design variable initialize; The natural frequency of computing system and the system resonance frequency ratio that obtains with experiment are; Adopt process of iteration constantly to adjust design variable, make the natural frequency of calculating progressively approach resonant frequency, the final design variable that obtains is exactly the joint portion rigidity data.
Description of drawings
Fig. 1 is the structural representation of the joint portion Rigidity Experiment object of the embodiment of the invention;
Fig. 2 is the finite element model of setting up according to the experimental provision in the embodiment of the invention;
Fig. 3 is when centre plane is pressed to 0.06MPa, is the Mode Shape figure that obtains according to the embodiment of the invention;
Fig. 4 is when centre plane is pressed to 0.06MPa, is to adopt experimental modal analysis method to calculate the Mode Shape figure that obtains.
Embodiment
Below in conjunction with accompanying drawing and embodiment the present invention is elaborated.
The present invention is a kind of method that obtains mechanical bond portion rigidity, and this method is implemented according to following steps:
Step 1, employing pulse excitation method obtain the resonant frequency of practical structures
Through adopting the pulse hammer excitation structure; Obtain the impulse response signal of joint portion structure; This impulse response signal is carried out Fourier transform; Obtain the amplitude-frequency response of joint portion structure, confirm the resonant frequency of joint portion structure according to this amplitude-frequency response, principle and implementation process are referring to document [1];
Step 2, the contact layer up and down of joint portion is regarded as a kind of virtual material, sets up the finite element analysis model of the complete machine structure that comprises the joint portion, obtain the differential equation of joint portion free vibration of structures:
M δ · · + Kδ = 0 - - - 1 )
M is the mass matrix of structure;
Figure BDA0000086189270000042
is vector acceleration; K is a structural stiffness matrix; δ is a motion vector, has comprised the rigidity of part and the rigidity of contact layer among the stiffness matrix K, writes accepted way of doing sth 1-1):
K = K c K j - - - 1 - 1 )
K wherein cBe the rigidity of part part,, confirm K through Finite Element Method according to the geometric configuration of part and elastic modulus, Poisson ratio and the density of material c, concrete derivation and computation process are referring to document [2]; K jBe the rigidity of contact layer, comprise normal stiffness K nWith the tangential stiffness K τ, write accepted way of doing sth 1-2):
K j = K n K τ - - - 1 - 2 )
The normal stiffness K in likes 1-2) nWith the tangential stiffness K τBe unknown, the object of the invention will be confirmed normal stiffness K exactly nWith the tangential stiffness K τNear the numerical value of actual (error is minimum).
The differential equation 1 by free vibration) obtains the free vibration frequencies equation: (concrete derivation is referring to document [2])
|K-ω 2M|=0 2)
Following formula 2) mass matrix M is known in, and vectorial ω is the natural frequency of structure, has only the contact layer stiffness K among the stiffness matrix K jThe unknown is if know the contact layer stiffness K j, then according to formula 2) and formula can try to achieve the natural frequency ω of structure.
Step 3, confirm the joint portion parameter, i.e. the normal stiffness K of contact layer through process of iteration nWith the tangential stiffness K τAt first preset one group of normal stiffness K nWith the tangential stiffness K τInitial value, according to formula 2) calculate the natural frequency ω of complete machine structure, the resonant frequency that the natural frequency ω that calculates and experiment are obtained relatively after, revised law is to stiffness K nWith the tangential stiffness K τPreset value; Make and calculate the resonant frequency that the natural frequency ω that obtains constantly approaches the experiment acquisition; The natural frequency ω that obtains is enough approaching with the resonant frequency that experiment obtains up to calculating, and this is confirmed according to concrete technical requirement near amplitude, then last one group of preset normal stiffness K nWith the tangential stiffness K τNumerical value, be exactly the final determined value of joint portion rigidity that the present invention obtains.
Embodiment
Fig. 1 is the structural representation of experimental subjects, and upper plate 1 wherein is of a size of 300mm * 400mm * 25mm, and the density of upper plate 1 is 8100Kg/m 3, elastic modulus is 2.07 * 10 11Pa, Poisson ratio is 0.28.Lower plate 2 is of a size of 300mm * 400mm * 40mm, and the density of lower plate 2 is 6980Kg/m 3, elastic modulus is 1.01 * 10 11Pa, Poisson ratio is 0.245.Contact force between two plates is applied by four same bolts 3.Be lined with rubber, pad and thrust bearing between bolt 3 and two plates.Contact stiffness between two plates is big more a lot of than rubber, so just can guiding rail joint portion be isolated out the faying face that the data that record in the experiment are only being pressed to upper and lower plates each other.The centre plane that between upper and lower plate, loads is pressed and is 0.06MPa, through ram hammer experimental provision is carried out pulse excitation, and it is as shown in table 1 that response signal is carried out behind the Fourier transform before the acquisition system 3 rank resonant frequencies.
Fig. 2 is at 11.0 li finite element models of being set up of general finite element analysis software ANSYS to experimental subjects.Upper and lower plate unit number is set to 11140 in this model, and the unit number of contact layer is set to 852 between the upper and lower plate.Consider that four bolts 3 are connected with upper and lower plates through rubber blanket and the bolt quality much smaller than the upper and lower plates quality, omitted the existence of bolt and rubber, pad and thrust bearing in this finite element model, total system is done imaginary Free Modal analysis.Because the normal stiffness K of contact layer nWith the tangential stiffness K τPrior and uncertain, need could begin model analysis behind the initial value of preset rigidity, then according to model analysis preceding 3 rank natural frequencys that obtain and the difference of testing the preceding 3 rank resonant frequencies that obtain, constantly adjust the normal stiffness K of contact layer nWith the tangential stiffness K τPreset value, enough hour of the difference amplitude (when suppose) of the preceding 3 rank resonant frequencies that obtain when above-mentioned preceding 3 rank natural frequencys and experiment, the normal stiffness K of contact layer in the model at this moment less than 2% error span nWith the tangential stiffness K τPreset value, the contact stiffness that is exactly two plates in the experimental subjects that obtains of the inventive method is near actual final numerical value.
Table 1 compute mode frequency and the comparison of testing frequency
Figure BDA0000086189270000061
Table 1 is the contrast of adopting model frequency with the resonant frequency of experiment acquisition of above-mentioned ANSYS computed in software.Fig. 3 is the formation figure corresponding with calculated rate.Fig. 4 is the preceding 3 rank Mode Shape figure that adopt experimental modal analysis method to obtain.The vibration shape corresponding among Fig. 3 and Fig. 4 has consistance preferably, shows that the joint portion rigidity acquisition methods that the present invention proposes is effective.
List of references
[1] Zheng Jianming, class China.Engineering Testing Technique and application, Electronic Industry Press,, Beijing in 2011
[2] Li Jingyong.Finite element method.Publishing house of Beijing University of Post & Telecommunication, 1999, Beijing

Claims (1)

1. a method that obtains mechanical bond portion rigidity is characterized in that, this method is implemented according to following steps:
Step 1, employing pulse excitation method obtain the resonant frequency of practical structures
Through adopting the pulse hammer excitation structure, obtain the impulse response signal of joint portion structure, this impulse response signal is carried out Fourier transform, obtain the amplitude-frequency response of joint portion structure, confirm the resonant frequency of joint portion structure according to this amplitude-frequency response;
Step 2, the contact layer up and down of joint portion is regarded as a kind of virtual material, sets up the finite element analysis model of the complete machine structure that comprises the joint portion, obtain the differential equation of joint portion free vibration of structures:
M δ · · + Kδ = 0 - - - 1 )
M is the mass matrix of structure;
Figure FDA0000086189260000012
is vector acceleration; K is a structural stiffness matrix; δ is a motion vector, has comprised the rigidity of part and the rigidity of contact layer among the stiffness matrix K, writes accepted way of doing sth 1-1):
K = K c K j - - - 1 - 1 )
K wherein cBe the rigidity of part part,, confirm K through Finite Element Method according to the geometric configuration of part and elastic modulus, Poisson ratio and the density of material cK jBe the rigidity of contact layer, comprise normal stiffness K nWith the tangential stiffness K τ, write accepted way of doing sth 1-2):
K j = K n K τ - - - 1 - 2 )
The normal stiffness K in likes 1-2) nWith the tangential stiffness K τBe unknown,
The differential equation 1 by free vibration) obtain the free vibration frequencies equation:
|K-ω 2M|=0 2)
Following formula 2) mass matrix M is known in, and vectorial ω is the natural frequency of structure, has only the contact layer stiffness K among the stiffness matrix K jThe unknown is if know the contact layer stiffness K j, then according to formula 2) and formula can try to achieve the natural frequency ω of structure;
Step 3, confirm the joint portion parameter, i.e. the normal stiffness K of contact layer through process of iteration nWith the tangential stiffness K τ
At first preset one group of normal stiffness K nWith the tangential stiffness K τInitial value, according to formula 2) calculate the natural frequency ω of complete machine structure, the resonant frequency that the natural frequency ω that calculates and experiment are obtained relatively after, revised law is to stiffness K nWith the tangential stiffness K τPreset value; Make and calculate the resonant frequency that the natural frequency ω that obtains constantly approaches the experiment acquisition; The natural frequency ω that obtains is enough approaching with the resonant frequency that experiment obtains up to calculating, and this is confirmed according to concrete technical requirement near amplitude, then last one group of preset normal stiffness K nWith the tangential stiffness K τNumerical value, be exactly the final determined value of joint portion rigidity that this method obtains.
CN2011102475980A 2011-08-24 2011-08-24 Method for obtaining mechanical joint stiffness Pending CN102401727A (en)

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103473417A (en) * 2013-09-16 2013-12-25 北京航空航天大学 Particle damping vibration attenuation design method for umbrella-type vibration of wheel structure
CN107588918A (en) * 2017-10-13 2018-01-16 北京工业大学 A kind of test crossbeam fastens the experimental provision for connecing joint portion dynamic characteristic
CN108398222A (en) * 2018-02-28 2018-08-14 武汉优泰电子技术有限公司 A method of passing through acceleration acquisition speed and displacement
CN110006750A (en) * 2019-04-02 2019-07-12 清华大学 Sphere shear stiffness dynamic measurement system based on optical method
CN110008500A (en) * 2019-01-24 2019-07-12 大族激光科技产业集团股份有限公司 Stiffness parameters calculation method, device, computer equipment and storage medium
CN111144037A (en) * 2018-11-02 2020-05-12 株洲中车时代电气股份有限公司 Method for determining connection rigidity of rail transit converter and vehicle body
CN112525738A (en) * 2020-11-23 2021-03-19 浙江水利水电学院 Contact thermal load-based normal stiffness quantitative test device and test method
CN113074890A (en) * 2021-03-17 2021-07-06 四川大学 On-orbit identification method for joint hinge connection rigidity of large-scale space expandable truss structure
CN113282003A (en) * 2021-05-19 2021-08-20 南京航空航天大学 Magnetic suspension bearing-rotor system modeling method considering interface contact

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005249687A (en) * 2004-03-05 2005-09-15 Rikogaku Shinkokai Vibration characteristic analyzer, and vibration characteristic analytical method
CN102135466A (en) * 2010-11-18 2011-07-27 西安航空动力股份有限公司 Method for testing vibration mode

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005249687A (en) * 2004-03-05 2005-09-15 Rikogaku Shinkokai Vibration characteristic analyzer, and vibration characteristic analytical method
CN102135466A (en) * 2010-11-18 2011-07-27 西安航空动力股份有限公司 Method for testing vibration mode

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
周昌玉,贺小华: "《有限元分析的基本方法及工程应用》", 31 August 2006, 化学工业出版社教材出版中心 *
张改慧,胡时岳: "单桩的动刚度测试和数据处理方法的研究", 《应用力学学报》 *
王世军,黄玉美: "机床整机特性的有限元分析方法", 《机床与液压》 *
王世军等: "机床导轨结合部动态特性的有限元分析方法", 《制造技术与机床》 *

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103473417A (en) * 2013-09-16 2013-12-25 北京航空航天大学 Particle damping vibration attenuation design method for umbrella-type vibration of wheel structure
CN103473417B (en) * 2013-09-16 2016-02-24 北京航空航天大学 A kind of particle damped vibration attenuation method for designing for the vibration of Wheel structure umbrella shape
CN107588918A (en) * 2017-10-13 2018-01-16 北京工业大学 A kind of test crossbeam fastens the experimental provision for connecing joint portion dynamic characteristic
CN108398222A (en) * 2018-02-28 2018-08-14 武汉优泰电子技术有限公司 A method of passing through acceleration acquisition speed and displacement
CN111144037A (en) * 2018-11-02 2020-05-12 株洲中车时代电气股份有限公司 Method for determining connection rigidity of rail transit converter and vehicle body
CN111144037B (en) * 2018-11-02 2022-03-18 株洲中车时代电气股份有限公司 Method for determining connection rigidity of rail transit converter cabinet body and vehicle body
CN110008500A (en) * 2019-01-24 2019-07-12 大族激光科技产业集团股份有限公司 Stiffness parameters calculation method, device, computer equipment and storage medium
CN110008500B (en) * 2019-01-24 2023-12-01 深圳市大族数控科技股份有限公司 Rigidity parameter calculation method, device, computer equipment and storage medium
CN110006750A (en) * 2019-04-02 2019-07-12 清华大学 Sphere shear stiffness dynamic measurement system based on optical method
CN110006750B (en) * 2019-04-02 2020-07-14 清华大学 Dynamic measurement system for tangential stiffness of sphere based on optical method
CN112525738A (en) * 2020-11-23 2021-03-19 浙江水利水电学院 Contact thermal load-based normal stiffness quantitative test device and test method
CN113074890A (en) * 2021-03-17 2021-07-06 四川大学 On-orbit identification method for joint hinge connection rigidity of large-scale space expandable truss structure
CN113282003A (en) * 2021-05-19 2021-08-20 南京航空航天大学 Magnetic suspension bearing-rotor system modeling method considering interface contact

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Application publication date: 20120404