{"title":"Experimental Study on the Hysteretic Behavior of Replaceable Mild Steel Dissipaters Under Cyclic Tensile–Compression Loading","authors":"Xiushu Qu, Jie Ren, Yuxiang Deng, Bin Liu","doi":"10.1007/s40999-024-00962-5","DOIUrl":null,"url":null,"abstract":"<p>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.</p>","PeriodicalId":50331,"journal":{"name":"International Journal of Civil Engineering","volume":"31 1","pages":""},"PeriodicalIF":1.8000,"publicationDate":"2024-04-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Civil Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1007/s40999-024-00962-5","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
Abstract
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.
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.