A force-displacement hybrid control method for a three-degree-of-freedom loading system

A loading system and hybrid control technology, applied in the field of structural earthquake resistance, can solve problems affecting the performance of structures or components

Active Publication Date: 2020-10-30
华西能源工程有限公司
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Problems solved by technology

[0005] The existing control method is to feed back the displacement and the obtained rotation angle of the actuator itself as the actual displacement and rotation angle. It can be seen from previous tests that although the displacement and rotation angle obtained by the feedback of the actuator itself can realize the control of the specimen. Target displacement, but there is a certain difference between the rotation angle measured by the LVDT high-precision displacement sensor and the target rotation angle, especially for the bending-shear type test, it will produce a large error, which will affect the actual measured performance of the structure or component

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  • A force-displacement hybrid control method for a three-degree-of-freedom loading system
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  • A force-displacement hybrid control method for a three-degree-of-freedom loading system

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[0026] All features disclosed in this specification, or steps in all methods or processes disclosed, may be combined in any manner, except for mutually exclusive features and / or steps.

[0027] Any feature disclosed in this specification, unless specifically stated, can be replaced by other alternative features that are equivalent or have similar purposes. That is, unless expressly stated otherwise, each feature is one example only of a series of equivalent or similar features.

[0028] Such as figure 1 As shown, a force-displacement hybrid control method for a three-degree-of-freedom loading system includes the following processes:

[0029] Step 1: Issue the displacement d for the 3DOF loading system c , rotation angle θ c and axial force N c command, through the nonlinear transformation G 1 Get the target displacement d of actuator A 1c , the target displacement d of actuator B 2c and the target displacement d of actuator C 3c , acting on the specimen; wherein, the t...

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Abstract

The invention relates to the technical field of anti-seismic structures, and discloses a force-displacement hybrid control method for a three-degree-of-freedom loading system. It includes the following process: issue the target displacement, target rotation angle and target axial force commands to the three-degree-of-freedom loading system, obtain the target displacements of the three actuators through nonlinear transformation, and act on the specimen; Set the LVDT displacement sensor, collect the displacement of the LVDT displacement sensor, and collect the displacement and output of each actuator at the same time; obtain the actual displacement and rotation angle of the test piece through the nonlinear transformation of the displacement of the LVDT displacement sensor, and convert the actual displacement of the actuator to The actual axial force of the specimen is obtained through nonlinear transformation with the output force; the actual displacement, rotation angle and axial force are transmitted to the loading system for feedback control, and the above process is repeated through the correction of the PI controller to achieve the target command of the specimen. This scheme adopts LVDT displacement sensor, and considers the geometric nonlinearity of the loading system at the same time, which improves the accuracy of the test system.

Description

technical field [0001] The invention relates to the technical field of anti-seismic structures, in particular to a force-displacement hybrid control method for a three-degree-of-freedom loading system. Background technique [0002] As we all know, earthquake is one of the most common natural disasters. Its occurrence has caused immeasurable economic losses and casualties to human society. It is particularly important to study the seismic performance of structures. However, how to accurately evaluate the seismic capacity of structures or components is The primary problem currently facing. Therefore, the quasi-static test is studied. Among them, due to the significant technical and economic advantages of the quasi-static test, and through the test, important information such as the strength, stiffness, and energy consumption of the structure or component can be obtained, which provides an important basis for structural design, so it has always been a very important field in t...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G05B11/42G05D27/00G01N3/08
CPCG01N3/08G01N2203/0676G01N2203/0682G05B11/42G05D27/00
Inventor 陈琦许国山
Owner 华西能源工程有限公司
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