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纤维增强钢复合板剪力墙力学性能研究

张圣都

江西建材Issue(10):174-176,3.
江西建材Issue(10):174-176,3.

纤维增强钢复合板剪力墙力学性能研究

Study on Mechanical Properties of Fiber-reinforced Steel Composite Plate Shear Wall

张圣都1

作者信息

  • 1. 太原学院,山西 太原 030032
  • 折叠

摘要

Abstract

In this paper,the mechanical properties of reinforced steel composite plate shear walls with bolted connection and fiber ply connection are compared and analyzed.The results show that the load and displacement curves of steel plate shear wall and fiber-reinforced composite plate shear wall show a trend of approximately linear increase at first,slow increase,then decrease and finally steady;The dissipative energy-displacement curve of steel plate shear wall and fiber-reinforced steel composite plate shear wall increases slowly at first and then rapidly.The stiffness-displacement curve decreases rapidly at first and then slowly.The deformation-displacement curve increases slowly at first,then increases rapidly and then becomes stable.Fiber overlay can effectively improve the energy dissipation capacity,initial stiffness,secant stiffness and constraint deformation of steel plate shear wall structures.

关键词

钢板剪力墙/纤维增强复合材料/力学性能

Key words

Steel plate shear wall/Fiber reinforced composite material/Mechanical property

分类

建筑与水利

引用本文复制引用

张圣都..纤维增强钢复合板剪力墙力学性能研究[J].江西建材,2023,(10):174-176,3.

江西建材

1006-2890

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