预加载
滑脱
刚度
结构工程
螺栓连接
材料科学
承载力
极限抗拉强度
方位(导航)
变形(气象学)
抗弯强度
复合材料
工程类
有限元法
内科学
血流动力学
地理
医学
地图学
作者
Qingzhao Kong,Yang Li,Shu-Yin Wang,Yuan Cheng,Xiaohan Sang
标识
DOI:10.1016/j.engstruct.2022.114955
摘要
High-strength friction bolts in engineering are affected by corrosion, fatigue and other factors in long-term use, and preload loss is a common phenomenon in engineering. In order to study the influence of the preload loss of high strength bolt group on the basic mechanical properties of structures, a flexural test of steel beams connected by high strength friction bolt group was numerically and experimentally investigated in this study. The variable between each specimen is the preload value of the high-strength bolt group. To this end, the strength of bolt connection, the rotational stiffness of the whole structure and the local joint, the deformation distribution of the structure, slippage curves, cross-section strain and ultimate bearing capacity are evaluated and discussed. In addition, the mechanics of the structure at different sliding stages are theoretically calculated. The research results show that the preload of the high-strength bolt group loss will reduce the connection strength and structure stiffness, but has very limited influence on the ultimate bearing capacity of the structure.
科研通智能强力驱动
Strongly Powered by AbleSci AI