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A space frame model adaptive real-time hybrid simulation test loading method

A framework model and hybrid simulation technology, applied in vibration testing, machine/structural component testing, instruments, etc., can solve the problems of insufficient initial time delay compensation of the system, prone to instability, and few real-time loading tests.

Active Publication Date: 2021-11-12
XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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AI Technical Summary

Problems solved by technology

[0003] In real-time hybrid simulation experiments, the estimation and compensation of system time lag has always been the focus of researchers. However, at present, the estimation and compensation of the initial time lag is still only a simple one-time compensation method for the initial step, which often leads to the loss of the system. The initial time lag compensation is not sufficient, which makes the system more prone to instability in the formal loading process
On the other hand, at present, most of the test objects of real-time hybrid simulation are single members with low stiffness, and there are still few real-time loading tests for large-scale overall frame models with high stiffness.

Method used

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  • A space frame model adaptive real-time hybrid simulation test loading method
  • A space frame model adaptive real-time hybrid simulation test loading method
  • A space frame model adaptive real-time hybrid simulation test loading method

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Embodiment

[0044] The prototype structure of the present invention is a three-layer eccentric support frame, the space frame part of the top layer is taken as the test substructure, and the remaining part is used as the numerical substructure. see Figure 8 , the test substructure 4 is fixed on the ground beam 5 through anchor bolts 6, and the load distribution beam 3 is fixed on the top beam of the test substructure 4, and the load distribution beam 3 is connected to the 25t MTS dynamic electro-hydraulic servo actuator 2, 25t MTS The dynamic electro-hydraulic servo actuator 2 is fixed on the concrete reaction wall 1 .

[0045] Concrete flow process of the present invention is as follows:

[0046] Step 1. Divide the overall space frame model into two parts, the experimental substructure and the numerical substructure, and the experimental substructure selects the top frame with higher rigidity instead of the single member in the general test;

[0047] Step 2, use OpenSees to establish ...

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Abstract

The invention discloses a space frame model self-adaptive real-time mixed simulation test loading method. The invention can ensure that the system's initial time The hysteresis is close to 0, which solves the problem of insufficient estimation and compensation of the initial time lag in the real-time mixed simulation test; the present invention equivalents the space frame test substructure into a test unit, and uses the signal conversion module to correspond to the test substructure in the overall model The overall displacement response is converted into the relative displacement of the test substructure actually fixed on the foundation, and the real-time loading of the large-scale space frame model with high stiffness is realized.

Description

technical field [0001] The invention belongs to the field of civil engineering structure tests, and in particular relates to a space frame model self-adaptive real-time mixed simulation test loading method. Background technique [0002] Real-time hybrid simulation, also known as real-time substructure test, is a new structural test method developed on the basis of substructure pseudodynamic test. The overall structure is divided into two parts: experimental substructure and numerical substructure. Real-time loading is carried out in the laboratory, and the numerical substructure is simulated in real-time in the finite element software. Since the real-time hybrid simulation can consider the influence of the loading rate on the specimen, a more realistic dynamic response of the structure under seismic load can be obtained. [0003] In real-time hybrid simulation experiments, the estimation and compensation of system time lag has always been the focus of researchers. However, a...

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01M7/00
CPCG01M7/02G01M7/022G01M7/025
Inventor 李腾飞苏明周隋䶮马磊弓欢学
Owner XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY