Structural Engineering and Mechanics

Volume 79, Number 2, 2021, pages 199-209

DOI: 10.12989/sem.2021.79.2.199

Feasibility study of buckling-restrained braces with PM-35 steel core

Chao Zhao , Qianqian Chen , Xingu Zhong , Tianyu Zhang , Zhiwen Chen

Abstract

The energy dissipation characteristics of core materials greatly influence the working performance of bucklingrestrained braces (BRBs), so it is a vital work to develop more excellent energy dissipation core materials. In this research, a series of experimental studies are conducted, including the mechanical properties of PM-35 steels and the working performance of PM-35 BRB specimens, which serve to investigate the feasibility of PM-35 steel as core materials of BRBs. In addition, the analysis of variance (ANOVA) has been conducted to study the sensitivity factors of energy dissipation of PM-35 BRB specimens, especially the pre-force applied on the BRB specimens. According to the results of this research, it can be concluded that the energy absorption efficiency of PM-35 BRBs specimens is much higher than that of BRB specimens with ordinary core materials; the internal pores greatly weaken the yield strength of PM-35 steel and obviously improve the plastic deformation capacity, which makes that PM-35 core materials are able to absorb energy in a lower stress level; pre-force applied on core materials is the key factor governing the energy absorption, and can significantly improve the working performance of BRB specimens with PM-35 core materials.

Key Words

buckling-restrained braces; cyclic loading; energy dissipation capacity; PM-35 steel

Address

Chao Zhao, Qianqian Chen, Xingu Zhong, Tianyu Zhang and Zhiwen Chen: Hunan Provincial Key Laboratory of Structures for Wind Resistance and Vibration Control & School of Civil Engineering, Hunan University of Science and Technology, Taoyuan Road, Yuhu District, Xiangtan, China

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