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A Random Dynamic Load Identification Method Based on Spectral Stochastic Finite Element Model

A technology of load identification and finite element, which is applied in the direction of instruments, complex mathematical operations, geometric CAD, etc., can solve problems such as the inability to consider the uncertainty of structural system parameters, limited deterministic structures, and errors in dynamic load identification results. The effect of safety assessment and optimized design, good recognition accuracy

Active Publication Date: 2019-04-09
SOUTHEAST UNIV
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Problems solved by technology

The existing indirect dynamic load identification methods generally assume that the dynamic model of the structural system is accurate enough, and there is no or only a small uncertainty, that is, the dynamic load identification is limited to the deterministic structure, and it is impossible to consider the variable parameters of the structural system. Certainty
However, in actual engineering, due to manufacturing or measurement errors and the discreteness caused by the material itself, the structural system parameters are often not suitable to be described by a definite value, regardless of the uncertainty of the system parameters will be It will cause errors or even errors in the dynamic load identification results

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  • A Random Dynamic Load Identification Method Based on Spectral Stochastic Finite Element Model
  • A Random Dynamic Load Identification Method Based on Spectral Stochastic Finite Element Model
  • A Random Dynamic Load Identification Method Based on Spectral Stochastic Finite Element Model

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Embodiment Construction

[0051] The technical solution of the present invention is described in detail below by way of the examples, but the examples are only preferred implementation modes of the present invention, and it should be pointed out that for those of ordinary skill in the art, without departing from the principles of the present invention, , it is also possible to make several improvements and equivalent replacements to the structure and dynamic load form, and these technical solutions after making improvements and equivalent replacements to the claims of the present invention all fall within the protection scope of the present invention.

[0052] For a composite cantilever beam structure containing uncertain parameters, the technology of the present invention is used to identify the statistical characteristics of random dynamic loads on the structure based on the measured dynamic displacement samples on the beam, specifically including the following steps:

[0053] S1. Carry out multiple m...

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Abstract

The invention discloses a random dynamic load recognition method based on a spectrum random finite element model. The method comprises the following steps: S1, carrying out modal tests repeatedly under the same working condition on a structure which contains uncertain parameters, and establishing a spectrum random finite element model of an uncertain system; S2, measuring a random dynamic responsesample of the structure which contains the uncertain parameters under the effect of a random dynamic load; S3, recognizing a mean value of the random dynamic load on the structure by using a mean value of a random dynamic response sample; S4, solving a random dynamic response covariance of the structure when only uncertainness of the parameters of the system is considered by using the recognizedmean value of the random dynamic load; S5, calculating an approximate value of the random dynamic response covariance caused by the reason that only dynamic load randomness is considered; and S6, recognizing a statistical characteristic of the random dynamic load. Uncertainness of a dynamic load and system parameters can be considered simultaneously, and by a dynamic response sample of a measuredstructure, the statistical characteristic of the random dynamic load acting on the system of the structure is recognized.

Description

Technical field: [0001] The invention relates to a random dynamic load identification method based on a spectral random finite element model, and belongs to the technical field of dynamic load indirect identification. Background technique: [0002] Dynamic loads on engineering structures are crucial to the design and safety assessment of structures. In many cases, the external loads on some engineering structures are difficult to obtain by direct measurement methods, such as the aerodynamic loads on the aircraft during flight, the wind and wave loads on the offshore platform, and the contact loads between the wheels on the vehicle and the ground, etc. Therefore, using Obtaining dynamic load information indirectly by measuring the dynamic response of the structure has become a widely used technology, also known as the dynamic load indirect identification technology. [0003] The current indirect identification methods for dynamic loads can be mainly divided into frequency do...

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06F17/50G06F17/16
CPCG06F17/16G06F30/17G06F30/23
Inventor 吴邵庆孙燕伟费庆国李彦斌
Owner SOUTHEAST UNIV