分析了传统钢拉杆螺纹强度计算中存在的问题,以某钢拉杆梯形螺纹和三角形螺纹为例,建立了有限元模型,并对螺纹根部受力进行了研究,探讨了其失效机理,结果表明用ANSYS建立的螺纹牙模型变形较小,应力分析更加精确,符合实际受力情况。%This paper analyzed the existing problems in traditional steel rod thread strength calculation,taking a steel rod trapezoidal thread and triangle thread as an example,established the finite element model,and researched the whorl root stress,discussed its failure mechanism,the results showed that using ANSYS to establish a thread model had small deformation,the stress analysis more accurate and accord with force situation.
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