FINITE ELEMENT ANALYSIS OF AXIAL COMPRESSION PROPERTIES OF PREFABRICATED SRCT SHEAR WALL STRUCTURES

PANG Rui; DING Shusu; WANG Lu; WANG Yixiao; WANG Wenjie

doi:10.13204/j.gyjzG19112401

Volume 50 Issue 9

Nov. 2020

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PANG Rui, DING Shusu, WANG Lu, WANG Yixiao, WANG Wenjie. FINITE ELEMENT ANALYSIS OF AXIAL COMPRESSION PROPERTIES OF PREFABRICATED SRCT SHEAR WALL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(9): 156-162. doi: 10.13204/j.gyjzG19112401

Citation:

PANG Rui, DING Shusu, WANG Lu, WANG Yixiao, WANG Wenjie. FINITE ELEMENT ANALYSIS OF AXIAL COMPRESSION PROPERTIES OF PREFABRICATED SRCT SHEAR WALL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(9): 156-162. doi: 10.13204/j.gyjzG19112401

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FINITE ELEMENT ANALYSIS OF AXIAL COMPRESSION PROPERTIES OF PREFABRICATED SRCT SHEAR WALL STRUCTURES

doi: 10.13204/j.gyjzG19112401

College of Civil Engineering, Henan University of Technology, Zhengzhou 450001, China

Received Date: 2019-11-25
Publish Date: 2020-11-23

Abstract

Abstract

In order to study the axial compression performance of prefabricated SRCT shear wall, 11 prefabricated SRCT shear walls and one reinforced concrete shear wall were tested under analysis of numerical simulation. The influences of distance-thickness ratio, steel strength and section of tie-rebar on the axial compression properties of the specimens were analyzed. The analysis results showed that the results of the finite element model could reflect the axial compression properties of SRCT shear wall. Compared with RC shear wall, SRCT shear wall had better bearing capacity and axial stiffness. In the process of stress, crushing of concrete in SRCT shear wall was earlier than yield of steel plate. Reasonable design could remain the tie-rebar in the elastic stage during the loading process.
- prefabricated SRCT shear wall,
- finite element analysis,
- axial compression properties,
- parameters analysis

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References(16)

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