CN112989663B - Finite element method for decoupling unsteady state vibration based on complex domain characteristic value - Google Patents

Finite element method for decoupling unsteady state vibration based on complex domain characteristic value Download PDF

Info

Publication number
CN112989663B
CN112989663B CN202110295277.1A CN202110295277A CN112989663B CN 112989663 B CN112989663 B CN 112989663B CN 202110295277 A CN202110295277 A CN 202110295277A CN 112989663 B CN112989663 B CN 112989663B
Authority
CN
China
Prior art keywords
vibration
complex domain
finite element
characteristic value
matrix
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
Application number
CN202110295277.1A
Other languages
Chinese (zh)
Other versions
CN112989663A (en
Inventor
戴轶
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhongsheng Yiwei Software Technology Suzhou Co ltd
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN202110295277.1A priority Critical patent/CN112989663B/en
Publication of CN112989663A publication Critical patent/CN112989663A/en
Application granted granted Critical
Publication of CN112989663B publication Critical patent/CN112989663B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/20Design optimisation, verification or simulation
    • G06F30/23Design optimisation, verification or simulation using finite element methods [FEM] or finite difference methods [FDM]
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/10Geometric CAD
    • G06F30/15Vehicle, aircraft or watercraft design
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/10Geometric CAD
    • G06F30/17Mechanical parametric or variational design
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F2119/00Details relating to the type or aim of the analysis or the optimisation
    • G06F2119/14Force analysis or force optimisation, e.g. static or dynamic forces
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02TCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO TRANSPORTATION
    • Y02T90/00Enabling technologies or technologies with a potential or indirect contribution to GHG emissions mitigation

Landscapes

  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Geometry (AREA)
  • Theoretical Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Evolutionary Computation (AREA)
  • General Engineering & Computer Science (AREA)
  • Computer Hardware Design (AREA)
  • Computational Mathematics (AREA)
  • Mathematical Analysis (AREA)
  • Mathematical Optimization (AREA)
  • Pure & Applied Mathematics (AREA)
  • Automation & Control Theory (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Complex Calculations (AREA)

Abstract

The invention relates to a finite element method for decoupling unsteady vibration based on complex domain characteristic values, which comprises the following steps: the finite element method carries out complex domain solution on a time domain vibration differential equation through Laplace transformation, and the solution becomes matrix calculation with Laplace variables as characteristic values. When the calculation result captures a complex domain characteristic value, the complex domain characteristic value is essentially a vibration mode causing unstable system response, and further the essential reasons of the automobile structure vibration and brake squeal are revealed. The finite element method for decoupling unsteady vibration by the complex domain characteristic values is applied to the field of finite element numerical calculation of automobile structure design, has good calculation efficiency and precision, can reasonably predict and decouple unsteady vibration modes, and reaches the level of practical application.

Description

Finite element method for decoupling unsteady state vibration based on complex domain characteristic value
Technical Field
The invention relates to the field of computational mechanics, in particular to a finite element method for decoupling unsteady vibration based on complex domain characteristic values and an application process.
Background
With the continuous application and development of numerical finite element simulation in the engineering field, the designed product has larger and larger size and more complex structure. The complex structure is very easy to vibrate under the influence of the external and self friction coupling exciting force of the structure, and the phenomena of strong brake squeal, steering wheel shake and the like are generated in the design of automobile products, so that the use is influenced, and customer complaints are generated. Therefore, many automobile structural designs need measures such as changing structural design parameters to change system excitation characteristics and decouple unsteady system vibration. In the field of dynamics, matrix analysis and calculation of frequency domain characteristic values are carried out on a system time domain vibration differential equation through Laplace transformation, so that a vibration mode causing unstable system response can be deduced, and further, the essential reasons of automobile structure vibration and brake squeal are revealed. In general finite element algorithms, although matrix algorithms with relevant eigenvalues, such as power method, subspace iteration method, lanczos method, QR method, newton method, jacobi method, etc., are available for users to select, the solution principle and the application scenario are difficult for general users to understand and make correct selections.
In the structural design of automobile engineering, complex structures and excitation characteristics are often involved, so comprehensive evaluation on characteristics such as matrix dimension, solving precision and sparse singularity of a stiffness matrix is required to ensure that the algorithm and the program thereof have higher precision and faster convergence speed. The application provides a set of flow and a method for judging and decoupling unsteady vibration based on complex domain characteristic values, which can automatically pre-judge and capture the basic characteristics of the complex domain characteristic values, further select and adopt a related complex domain characteristic value optimization algorithm, and complete the design optimization of decoupling unsteady vibration by a design parameter sensitivity method. The invention provides a theoretical derivation and application process of the technology, introduces the theoretical derivation and application process into the field of finite element calculation, realizes algorithm programming, and lays the foundation of an independent structural mechanics finite element solver ProStruct complex domain characteristic value decoupling unsteady state vibration algorithm.
Disclosure of Invention
The invention overcomes the defects of the prior art and provides a finite element method for decoupling unsteady vibration based on complex domain characteristic values and an application process.
In order to achieve the purpose, the invention adopts the technical scheme that: a finite element method for decoupling unsteady state vibration based on complex domain characteristic values comprises the following steps:
performing complex domain solution on a time domain vibration differential equation by using Laplace transformation to obtain a matrix calculation result taking a Laplace variable as a characteristic value;
if the complex domain characteristic value is captured by the matrix calculation result, sensitivity analysis is carried out on the design parameters through an algorithm to obtain sensitivity information;
comparing the sensitivity information with preset sensitivity information to obtain a deviation rate;
judging whether the deviation rate is larger than a preset deviation rate threshold value or not,
if the number is larger than the preset value, generating correction parameters to correct the design parameters;
if the difference is smaller than the preset threshold value, deducing a modal frequency domain and a modal characteristic value of unstable system response in the complex domain characteristic value, and predicting the vibration and brake squeal of the automobile structure.
In a preferred embodiment of the present invention, the time domain vibration differential equation in the complex domain solution of the time domain vibration differential equation using the laplace transform is as follows:
[M]{X}+[C]{X}+[K s +K c ]{X}=ΔF f (1)
[M]and [ C]Respectively representing the structural mass and the damping matrix of the system, { X } is the system displacement, delta F f For friction exciting force, [ K ] s ]And [ K ] c ]Respectively representing the system structure and the stiffness matrix of the internal connections.
In a preferred embodiment of the invention, the friction force Ff is proportional to the change in the normal force Δ N and the coefficient of friction μ, which can be expressed as Δ F f = μ Δ N. The normal force N then depends linearly on the spring rate K f And the relative displacement between the bearing surface and the bearing surface is delta X, and the normal displacement delta X and the spring stiffness K are obtained through delta N f Instead, the change in friction force can be rewritten as:
ΔF f =μK f ΔX (2)
in a preferred embodiment of the present invention, the complex domain eigenvalues captured by the matrix calculation result are represented by the following formula:
P k =σ k ±jω k (k =1, …, m) formula σ k Complex domain eigenvalues, ω, representing k-order modes k Representing the modal frequencies of the k-order modes.
In a preferred embodiment of the present invention, the sensitivity analysis of the design parameters is performed by an algorithm, which is formulated as follows:
Figure GDA0003974738130000031
wherein
Figure GDA0003974738130000032
Is a characteristic singular matrix, x i Are design parameters.
The second aspect of the present invention further provides an application process applied to a finite element algorithm for decoupling unsteady state vibration based on complex domain eigenvalue, comprising the following steps:
constructing a friction force coupling model, and establishing an inclined double-cantilever beam model of a friction excitation source related to unsteady vibration generation;
analyzing a linear one-way friction stiffness spring through a friction force model of unsteady state vibration, and describing oscillation information excited by friction force;
resolving the complex domain characteristic value, and judging the unsteady vibration to obtain an unsteady vibration influence factor;
carrying out sensitivity analysis on the unsteady vibration influence factors to obtain feedback information;
and optimizing the finite element algorithm through the feedback information.
In a preferred embodiment of the present invention, the complex domain eigenvalue is solved, and the unsteady-state vibration is evaluated at the same time, so as to obtain an unsteady-state vibration influence factor, which specifically is:
the unsteady vibration characteristics of the finite element model can be analyzed and judged by the complex domain feature vector distribution obtained by analyzing the finite element model; the equations of vibrational motion for the finite element model can be expressed as:
[M]{X}+[C]{X}+[K]{X}={0}
and M and C respectively represent the mass and damping matrix of the system structure, { X } represents the system displacement, and K represents the rigidity matrix of the system structure.
The invention solves the defects in the background technology, and has the following beneficial effects:
the invention provides a flow and a method for judging and decoupling unsteady vibration based on complex domain characteristic values, which can automatically pre-judge and capture the basic characteristics of the complex domain characteristic values, further select and adopt a related complex domain characteristic value optimization algorithm, and complete the design optimization of decoupling unsteady vibration by a design parameter sensitivity method. The invention provides a theoretical derivation and application process of the technology, introduces the theoretical derivation and application process into the field of finite element calculation, realizes algorithm programming, and lays the foundation of an independent structural mechanics finite element solver ProStruct complex domain characteristic value decoupling unsteady state vibration algorithm.
Drawings
The invention is further illustrated by the following examples in conjunction with the drawings.
FIG. 1 shows the construction of the Sprag-slip frictional coupling model of the present invention;
FIG. 2 illustrates a model of frictional coupling between a force-bearing surface and an excitation source;
FIG. 3 shows a distribution diagram of a complex domain eigenvalue solution;
FIG. 4 shows a flow chart of an algorithm and application for decoupling unsteady vibration based on a complex domain eigenvalue method;
Detailed Description
In order that the above objects, features and advantages of the present invention can be more clearly understood, a more particular description of the invention will be rendered by reference to the appended drawings. It should be noted that the embodiments and features of the embodiments of the present application may be combined with each other without conflict.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, however, the present invention may be practiced in other ways than those specifically described herein, and therefore the scope of the present invention is not limited by the specific embodiments disclosed below.
FIGS. 1 to 4 show a finite element algorithm for decoupling unsteady vibration based on complex domain eigenvalue and an application flow thereof.
A finite element algorithm for decoupling unsteady state vibration based on complex domain characteristic values comprises the following steps:
performing complex domain solution on a time domain vibration differential equation by using Laplace transformation to obtain a matrix calculation result taking a Laplace variable as a characteristic value;
if the complex domain characteristic value is captured by the matrix calculation result, sensitivity analysis is carried out on the design parameters through an algorithm to obtain sensitivity information;
comparing the sensitivity information with preset sensitivity information to obtain a deviation rate;
judging whether the deviation rate is larger than a preset deviation rate threshold value or not,
if so, generating a correction parameter to correct the design parameter;
if the difference is smaller than the preset threshold value, deducing a modal frequency domain and a modal characteristic value of unstable system response in the complex domain characteristic value, and predicting the vibration and brake squeal of the automobile structure.
In a preferred embodiment of the present invention, the time domain vibration differential equation in complex domain solution of the time domain vibration differential equation using Laplace transform is as follows:
[M]{X}+[C]{X}+[K s +K c ]{X}=ΔF f
[M]and [ C]Respectively representing the structural mass and the damping matrix of the system, { X } is the system displacement, delta F f For friction exciting force, [ K ] s ]And [ K ] c ]Respectively representing the system structure and the stiffness matrix of the internal connections.
It should be noted that, applying the discussed concept of the frictional coupling model to the stiffness matrix of the unsteady vibration finite element model is a reasonable application manner of the frictional coupling contact model. The present application introduces a group of spring units which are linearly related to displacement and are uniformly distributed on the contact surfaces of a force bearing surface and an excitation source (as shown in figure 2). Consider the hypothetical non-interacting coupling friction term Δ F f The associated unsteady vibration finite element differential equation can be expressed as
[M]{X}+[C]{X}+[K s +K c ]{X}=ΔF f (3)
Here [ K ] s ]And [ K ] c ]Respectively representing the system structure and the stiffness matrix of the internal connections. The coupling friction in this equation is expressed as Δ F of formula (2) f Alternatively, then equation (3) can be expressed as:
Figure GDA0003974738130000071
in the above equation, the resulting system stiffness matrix becomes an asymmetric structure, which results in a complex domain eigenvalue solution problem, and the magnitude of the real part determines the amplitude of the vibration near the limit, and an unstable state may occur.
The finite element algorithm for solving the unsteady state vibration based on the complex domain eigenvalue is to perform Laplace transformation on a differential equation (4), and the solution becomes a solving problem with a Laplace variable as an eigenvalue. The characteristic values of these complex fields are what cause unstable system responseModal frequency omega k And modal characteristic values, which may be expressed as:
P k =σ k ±jω k (k=1,…,m) (5)
in the formula sigma k Complex domain eigenvalues, ω, representing k-order modes k Representing the modal frequencies of the k-order modes. Each eigenvalue corresponds to a eigenvector representing the predicted mode shape of the unstable system. Thus, σ k And ω k Respectively representing the damping coefficient and the natural frequency describing the motion of the damping curve. Theoretically the magnitude of the real part in equation (5) determines the amplitude of the vibration near the limit. The test data of simulation and experiment shows that the model with higher positive damping is likely to generate unstable mechanical vibration phenomena, including shaking of the steering wheel of the automobile, braking noise and the like. In fig. 3, the unsteady vibration characteristics of the finite element model to be solved can be analyzed and judged by analyzing the complex domain feature vector distribution obtained by analyzing the finite element model.
In a preferred embodiment of the present invention, as shown in FIG. 2, the friction force Ff is proportional to the change in the normal force Δ N and the coefficient of friction μ, which can be expressed as Δ F f = μ Δ N. The normal force N then depends linearly on the spring rate K f And the relative displacement between the bearing surface and the bearing surface is delta X, and the normal displacement delta X and the spring stiffness K are obtained through delta N f Instead, the change in friction force can be rewritten as:
ΔF f =μK f ΔX
in a preferred embodiment of the present invention, the complex domain eigenvalues captured by the matrix calculation result are represented by the following formula: p k =σ k ±jω k (k =1, …, m) formula σ k Complex domain eigenvalues, ω, representing k-order modes k Representing the modal frequencies of the k-order modes.
In a preferred embodiment of the present invention, the sensitivity analysis of the design parameters is performed by an algorithm, which is formulated as follows:
Figure GDA0003974738130000081
wherein
Figure GDA0003974738130000082
Is a characteristic singular matrix, x i For design parameters, see the description of the embodiments for details.
The second aspect of the invention also provides an application process, which is applied to a finite element algorithm for decoupling unsteady vibration based on complex domain eigenvalue, and comprises the following steps:
constructing a friction force coupling model, and establishing an inclined double-cantilever beam model of a friction excitation source related to unsteady vibration generation;
analyzing a linear one-way friction stiffness spring through a friction force model of unsteady state vibration, and describing oscillation information excited by friction force;
resolving the complex domain characteristic value, and judging unsteady vibration to obtain an unsteady vibration influence factor;
carrying out sensitivity analysis on the unsteady vibration influence factors to obtain feedback information;
and optimizing the finite element algorithm through feedback information.
It should be noted that, the construction of the frictional coupling model is based on the theoretical derivation of the Sprag-Slip,
FIG. 1 sets up a tilted double cantilever model of the frictional excitation source associated with unsteady state vibration generation. The force-bearing surface and the excitation source of the vibrating system structure are represented by the moving surface AB and the support O' P/O "P, respectively. The definition of the rigid strut O 'P pivot angle at the friction activation source O' and the force-bearing surface AB is defined herein as β, in which case the associated friction force F can be expressed as:
Figure GDA0003974738130000091
where L is the load and μ is the coefficient of friction. As μ approaches cot β, the frictional resistance F becomes infinite and the rigid strut is considered to be in a locked state. In this case, the flexible support that actuates O 'may be replaced with another rigid support O' P. As the moving surface AB continues to move to the right, the elastic moment of the pivot O 'will compress the O' P further, the moment resistance of which finally becomes very large, the PO 'O "becomes comparable to a rigid strut O" P, and decreases β to β', the friction force F also decreases, which causes the wiping tip P to slide back causing oscillation. The oscillation of the rigid strut is caused by frictional contact coupling at the strut pivot point and repeated storage and release of elastic energy. Since the frictional force has non-cross coupling, that is, displacement in the normal direction generates tangential force (frictional force), but the tangential displacement does not generate normal force (contact force), the frictional force model of unsteady vibration in the present invention uses a linear one-way frictional stiffness spring to describe the oscillation phenomenon excited by the frictional force. Linear spring elements are selected among excitation surfaces of the finite element modeling, are uniformly distributed in the whole area of the excitation surfaces, and are used for simulating excitation contact conditions.
In a preferred embodiment of the present invention, the complex domain characteristic value is solved, and the unsteady state vibration is evaluated at the same time, so as to obtain an unsteady state vibration influence factor, which is specifically:
the unstable vibration characteristics of the finite element model to be solved can be analyzed and judged through the complex domain characteristic vector distribution obtained by analyzing the finite element model; the equation of vibrational motion for the finite element model can be expressed as:
[M]{X}+[C]{X}+[K]{X}={0}
and M and C respectively represent the mass and damping matrix of the system structure, { X } represents the system displacement, and K represents the rigidity matrix of the system structure.
It should be noted that, when the complex domain eigenvalue is solved, the application performs the sensitivity analysis according to the correlation on the predicted unsteady vibration mode eigenvalue. The objective of the unsteady vibration influence factor sensitivity analysis is to find a way to most effectively eliminate the unstable vibration modes among all the designable system parameters. This will derive a set of coefficients for the design parameters that relate the variation of the complex domain characteristic values to the system non-stationary mode of the design parameter set. The coefficients of this set of design parameters are referred to as sensitivity coefficients. The result shows that the derived sensitivity coefficient can identify the contribution of each design parameter to exciting the unstable vibration mode, so that a design optimization suggestion can be fed back, and the unstable vibration excitation can be eliminated and decoupled most effectively. The sensitivity calculation method is deduced and integrated into a complex domain characteristic value calculation process, and algorithm programming is realized.
Further from the derivation in the previous section, the equations of vibration motion for the finite element model can be expressed as:
Figure GDA0003974738130000101
let
Figure GDA0003974738130000102
Equation (6) can then be rewritten as follows:
Figure GDA0003974738130000103
[I] is a feature matrix. It is assumed that,
Figure GDA0003974738130000104
the equations of motion thus associated can be transformed into:
Figure GDA0003974738130000111
by making assumptions
Figure GDA0003974738130000112
And instead of the above equation, the first order eigenvalue problem may be expressed as
Figure GDA0003974738130000113
To find the derivative of the eigensolution, the eigenvector should have unique orthogonal matrix properties, with the corresponding orthogonalization conditions:
Figure GDA0003974738130000114
by applying the design parameters (variable x) of equations (9) - (10) i ) Performing a differential calculation yields:
Figure GDA0003974738130000115
Figure GDA0003974738130000116
the derivative of the final eigenvalue eigenvalues may be determined by
Figure GDA0003974738130000117
Multiplying by equation (12) to obtain:
Figure GDA0003974738130000118
as can be seen from equation (14), to obtain the derivative of the characteristic solution lambda,
Figure GDA0003974738130000119
the solution should be obtained first. If the design parameter (variable x) i ) And system matrix [ A]And [ B]The clear relationship between the parameters is known, so that the sensitivity coefficient of the system design parameter of the complex domain solution eigensolution can be easily calculated. In the finite element program, the design parameter (variable x) i ) Relation to system matrix [ A ]],[B]The method can be used for deducing and obtaining the non-steady-state vibration influence factor from a specific solution FE model by a conventional method, so that the sensitivity analysis of the non-steady-state vibration influence factor can be completed by using an equation (14), and further, the design optimization task of decoupling the non-steady-state vibration of the automobile structure is completed by an automatic iterative application process.
The invention provides a flow and a method for judging and decoupling unsteady vibration based on complex domain characteristic values, which can automatically pre-judge and capture the basic characteristics of the complex domain characteristic values, further select and adopt a related complex domain characteristic value optimization algorithm, and complete the design optimization of decoupling unsteady vibration by a design parameter sensitivity method. The invention provides a theoretical derivation and application process of the technology, introduces the theoretical derivation and application process into the field of finite element calculation, realizes algorithm programming, and lays the foundation of an independent structural mechanics finite element solver ProStruct complex domain characteristic value decoupling unsteady state vibration algorithm.
In the several embodiments provided in the present application, it should be understood that the disclosed apparatus and method may be implemented in other ways. The above-described device embodiments are merely illustrative, for example, the division of a unit is only one logical function division, and there may be other division ways in actual implementation, such as: multiple units or components may be combined, or may be integrated into another system, or some features may be omitted, or not implemented. In addition, the coupling, direct coupling or communication connection between the components shown or discussed may be through some interfaces, and the indirect coupling or communication connection between the devices or units may be electrical, mechanical or other forms.
The units described as separate parts may or may not be physically separate, and parts displayed as units may or may not be physical units; can be located in one place or distributed on a plurality of network units; some or all of the units can be selected according to actual needs to achieve the purpose of the solution of the embodiment.
In addition, all the functional units in the embodiments of the present invention may be integrated into one processing unit, or each unit may be separately regarded as one unit, or two or more units may be integrated into one unit; the integrated unit can be realized in a form of hardware, or in a form of hardware plus a software functional unit.
Those of ordinary skill in the art will understand that: all or part of the steps for realizing the method embodiments can be completed by hardware related to program instructions, the program can be stored in a computer readable storage medium, and the program executes the steps comprising the method embodiments when executed; and the aforementioned storage medium includes: a mobile storage device, a Read-Only Memory (ROM), a Random Access Memory (RAM), a magnetic disk or an optical disk, and other various media capable of storing program codes.
Alternatively, the integrated unit of the present invention may be stored in a computer-readable storage medium if it is implemented in the form of a software functional module and sold or used as a separate product. Based on such understanding, the technical solutions of the embodiments of the present invention may be essentially implemented or a part contributing to the prior art may be embodied in the form of a software product, which is stored in a storage medium and includes several instructions for enabling a computer device (which may be a personal computer, a server, or a network device) to execute all or part of the methods of the embodiments of the present invention. And the aforementioned storage medium includes: a removable storage device, a ROM, a RAM, a magnetic or optical disk, or various other media that can store program code.
The above description is only for the specific embodiments of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art can easily conceive of the changes or substitutions within the technical scope of the present invention, and the changes or substitutions should be covered within the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.

Claims (1)

1. A finite element method for decoupling unsteady state vibration based on complex domain characteristic values is characterized by comprising the following steps:
performing complex domain solution on the time domain vibration differential equation by using Laplace transformation to obtain a matrix calculation result taking Laplace variables as eigenvalues;
if the complex domain characteristic value is captured by the matrix calculation result, sensitivity analysis is carried out on the design parameters through an algorithm to obtain sensitivity information;
comparing the sensitivity information with preset sensitivity information to obtain a deviation rate;
judging whether the deviation rate is larger than a preset deviation rate threshold value or not,
if so, generating a correction parameter to correct the design parameter;
if the number of the detected signals is less than the preset value, deducing a modal frequency domain and a modal characteristic value of unstable system response in the complex domain characteristic value, and predicting the vibration and brake squeal of the automobile structure;
and (3) carrying out complex domain solution on the time domain vibration differential equation by using Laplace transform, wherein the time domain vibration differential equation is as follows:
[M]{X}+[C]{X}+[K s +K c ]{X}=ΔF f
[M]and [ C]Respectively representing the structural mass and the damping matrix of the system, { X } is the system displacement, delta F f Is a friction exciting force, [ K s ]And [ K ] c ]Respectively representing the system structure and the rigidity matrix of internal connection;
frictional force F f Proportional to the change in normal force Δ N and coefficient of friction μ, which can be expressed as Δ F f = μ Δ N, the normal force N then depends linearly on the spring rate K f And the relative displacement between the bearing surface and the bearing surface, the normal displacement delta X and the spring stiffness K are obtained through delta N f Instead, the change in friction force can be rewritten as:
ΔF f =μK f ΔX
the complex domain eigenvalue of the matrix calculation result is represented by the following formula:
P k =σ k ±jω k (k =1, …, m) formula σ k Complex domain eigenvalues, ω, representing k-order modes k A modal frequency representing a k-order mode;
sensitivity analysis is carried out on the design parameters through an algorithm, and the algorithm formula is as follows:
Figure FDA0003974738120000021
wherein
Figure FDA0003974738120000022
[I]Is a characteristic singular matrix, x i Is a design parameter;
[K]a stiffness matrix representing the system structure, [ K ]]=[K S +K C -μK f ]。
CN202110295277.1A 2021-03-19 2021-03-19 Finite element method for decoupling unsteady state vibration based on complex domain characteristic value Active CN112989663B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110295277.1A CN112989663B (en) 2021-03-19 2021-03-19 Finite element method for decoupling unsteady state vibration based on complex domain characteristic value

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110295277.1A CN112989663B (en) 2021-03-19 2021-03-19 Finite element method for decoupling unsteady state vibration based on complex domain characteristic value

Publications (2)

Publication Number Publication Date
CN112989663A CN112989663A (en) 2021-06-18
CN112989663B true CN112989663B (en) 2023-03-24

Family

ID=76333879

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202110295277.1A Active CN112989663B (en) 2021-03-19 2021-03-19 Finite element method for decoupling unsteady state vibration based on complex domain characteristic value

Country Status (1)

Country Link
CN (1) CN112989663B (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114626141A (en) * 2022-02-22 2022-06-14 中国第一汽车股份有限公司 Method and device for acquiring component contribution amount of unstable mode of brake system, readable storage medium, noise optimization method and computer
EP4293228A1 (en) * 2022-06-14 2023-12-20 Burckhardt Compression AG Method for predicting the remaining service life of a sealing arrangement of a piston compressor
CN116167187B (en) * 2023-03-20 2024-01-05 黑龙江大学 Vibration characteristic analysis method for arbitrary-shape plate coupling structure
CN117668597B (en) * 2023-11-13 2024-06-11 华南理工大学 Structural modal parameter identification method and system considering excitation non-stationarity

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109902404A (en) * 2019-03-06 2019-06-18 中国工程物理研究院总体工程研究所 The unified recurrence calculation method of the structure time-histories data integral of different damping form
WO2020115386A1 (en) * 2018-12-03 2020-06-11 Psa Automobiles Sa Prediction of squeal instability for a vehicle brake

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110334371A (en) * 2019-04-18 2019-10-15 朱思宇 A kind of Train-bridge coupling system vibration calculation method based on finite element model
CN111767668B (en) * 2020-07-03 2024-03-29 衢州职业技术学院 Steering knuckle characteristic-based disc brake squeal noise prediction method and storage medium

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020115386A1 (en) * 2018-12-03 2020-06-11 Psa Automobiles Sa Prediction of squeal instability for a vehicle brake
CN109902404A (en) * 2019-03-06 2019-06-18 中国工程物理研究院总体工程研究所 The unified recurrence calculation method of the structure time-histories data integral of different damping form

Also Published As

Publication number Publication date
CN112989663A (en) 2021-06-18

Similar Documents

Publication Publication Date Title
CN112989663B (en) Finite element method for decoupling unsteady state vibration based on complex domain characteristic value
CN107016154B (en) Method and system for modeling mechanical features of a structural dynamics system
Liu et al. Time‐domain Galerkin method for dynamic load identification
Poudou et al. Hybrid frequency-time domain methods for the analysis of complex structural systems with dry friction damping
Sulsky et al. Implicit dynamics in the material-point method
Soize Maximum entropy approach for modeling random uncertainties in transient elastodynamics
Giagopoulos et al. Computational framework for model updating of large scale linear and nonlinear finite element models using state of the art evolution strategy
Lesoinne et al. A linearized method for the frequency analysis of three-dimensional fluid/structure interaction problems in all flow regimes
Kuran et al. A modal superposition method for non-linear structures
CN106372278A (en) Sensitivity analysis method jointly considering input parameter uncertainty and proxy model uncertainty
Li et al. Nonlinear friction-induced vibration of a slider–belt system
Meyer et al. Co-simulation: Error estimation and macro-step size control
JP2021101330A (en) Geometrical dimension control in optimization
CN104620010B (en) Disk brake vibration evaluation method and disk brake vibration estimation device
Yuan et al. A novel hybrid Neumann expansion method for stochastic analysis of mistuned bladed discs
Stanford et al. Computational strategies for reliability-based structural optimization of aeroelastic limit cycle oscillations
Holland et al. A component damping identification method for mistuned blisks
Holland et al. Measurement point selection and modal damping identification for bladed disks
Li et al. A novel reduced basis method for adjoint sensitivity analysis of dynamic topology optimization
Zhang et al. A novel technique to predict harmonic response of Particle-damping structure based on ANSYS® secondary development technology
JP2002215680A (en) Method of designing structure, and recording medium
Warwick et al. Multi-objective model updating optimization considering orthogonality
Hussein Inverse force problems for the wave equation
Mahmoodi et al. Shift-independent model reduction of large-scale second-order mechanical structures
Liao et al. Maximization of the vibration amplitude and bifurcation analysis of nonlinear systems using the constrained optimization shooting method

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20230907

Address after: 215000 station 19, room 1303, floor 13, building 4, No. 209, Zhuyuan Road, high tech Zone, Suzhou, Jiangsu Province (cluster registration)

Patentee after: Zhongsheng Yiwei software technology (Suzhou) Co.,Ltd.

Address before: No.50, Yixian Road, Hongkou District, Shanghai

Patentee before: Dai Die

TR01 Transfer of patent right