循环拉伸-压缩载荷下可替换低碳钢歧管的滞后行为实验研究

IF 1.8 4区 工程技术 Q3 ENGINEERING, CIVIL
Xiushu Qu, Jie Ren, Yuxiang Deng, Bin Liu
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引用次数: 0

摘要

研究了适用于自定心混合连接的外部可更换低碳钢消能装置在反复拉伸和压缩载荷作用下的消能机理。研究还评估了细长比和耗能截面直径对耗能器承载能力、耗能能力、位移延性和刚度退化的影响。研究结果表明,当消能装置的滞后曲线饱满时,细长比对消能装置的整体性能有很大影响。耗能装置端部直径与削弱截面之比不应小于 4/3。耗能装置具有良好的位移延性,最高可达 4.97。建立了耗能器-力机制的简化模型。定义了可替换低碳钢耗能装置在循环拉伸-压缩载荷下的两个应力阶段。通过理论计算和实验,建立了循环拉伸-压缩载荷下的滞后曲线参数模型。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Experimental Study on the Hysteretic Behavior of Replaceable Mild Steel Dissipaters Under Cyclic Tensile–Compression Loading

Experimental Study on the Hysteretic Behavior of Replaceable Mild Steel Dissipaters Under Cyclic Tensile–Compression Loading

The energy-dissipation mechanism of an external replaceable mild steel energy dissipater suitable for self-centering hybrid connections under repeated tensile and compressive loads was investigated. The effects of the slenderness ratio and energy consumption section diameter on the bearing ability, energy-dissipation capacity, displacement ductility and stiffness degradation of the dissipater were also evaluated. The research results showed that when the hysteretic curve of the energy-dissipation device is full, the slenderness ratio has a great influence on the overall performance of the energy-dissipation device. The ratio of the end diameter of the dissipater to the weakening section should not be less than 4/3. The energy-consuming devices have good-displacement ductility, up to 4.97. Simplified models of the dissipater-force mechanism were established. Two stress stages of the replaceable mild steel energy dissipater under cyclic tension–compression loading were defined. A parametric model of the hysteresis curve under cyclic tension–compression loading was established via theoretical calculations and experiments.

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来源期刊
CiteScore
3.90
自引率
5.90%
发文量
83
审稿时长
15 months
期刊介绍: International Journal of Civil Engineering, The official publication of Iranian Society of Civil Engineering and Iran University of Science and Technology is devoted to original and interdisciplinary, peer-reviewed papers on research related to the broad spectrum of civil engineering with similar emphasis on all topics.The journal provides a forum for the International Civil Engineering Community to present and discuss matters of major interest e.g. new developments in civil regulations, The topics are included but are not necessarily restricted to :- Structures- Geotechnics- Transportation- Environment- Earthquakes- Water Resources- Construction Engineering and Management, and New Materials.
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