极限抗拉强度
材料科学
腐蚀
结构工程
接头(建筑物)
螺栓连接
复合材料
有限元法
工程类
作者
Qi Si,Yong Tang,Liang Zong,Heng Liu,Buqing Kang
出处
期刊:Buildings
[MDPI AG]
日期:2022-11-16
卷期号:12 (11): 1989-1989
被引量:7
标识
DOI:10.3390/buildings12111989
摘要
In order to study the mechanical behavior of corroded bolt-sphere joints and predict the bearing capacity of the joints in a corrosive environment, bolt-sphere-connection and bolt-sphere-joint specimens with differing degrees of corrosion were obtained by accelerated corrosion. The tensile properties of the corroded bolt-sphere connections and the bolt-sphere joints with members were tested, respectively, and the effects of different degrees of corrosion on the tensile properties of bolted spherical joints were studied. Finally, a numerical simulation of the corroded bolt-sphere connections and bolt-sphere joints with members was carried out, and the main factors affecting the tensile performance of the corroded bolt-sphere joints was clarified; the degradation law of the tensile properties of the bolted sphere joints with service time was established.
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