塔机螺栓连接有限元建模及动态载荷分析
Finite Element Modeling of Tower Bolt Connection and Dynamic Load Analysis
DOI: 10.12677/MET.2017.62013, PDF, HTML, XML, 下载: 1,762  浏览: 4,944  国家自然科学基金支持
作者: 张 烨*:山东建筑大学机电工程学院,山东 济南;王胜春:山东省高校机械工程创新技术重点实验室,山东 济南
关键词: 螺纹副解析法横向动态载荷摩擦系数承载力Screw Pairs Analytical Method Transverse Dynamic Loads Friction Coefficient Bearing Capacity
摘要: 考虑螺纹升角建立螺栓联接的三维有限元模型,利用ABAQUS进行有限元分析,采用直接加载的方式施加预紧力,模拟螺纹联接副的承载力,并与Yamamoto解析法进行了对比验证。在此基础上施加横向动态载荷,研究了动态载荷作用下螺纹副不同的摩擦系数对应的螺纹承载力的变化情况。
Abstract: Considering the thread Angle to establish the three-dimensional finite element model of bolt connection, using ABAQUS finite element analysis, with the method of direct load exerted preload, simulation of the bearing capacity of the threaded connection vice, and compared with Yamamoto analytic method is used for validation. Applying transverse dynamic loads, on the basis of dynamic loads is studied under the action of thread pair of different friction coefficient of the corresponding changes of the bearing capacity of screw thread.
文章引用:张烨, 王胜春. 塔机螺栓连接有限元建模及动态载荷分析[J]. 机械工程与技术, 2017, 6(2): 91-97. https://doi.org/10.12677/MET.2017.62013

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