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Mechanical Characteristics and Design Method for Bolted Circular Flange Joints Subjected to External Tensile Loads

机译:外部拉伸荷载螺栓螺栓圆形法兰接头的机械特性及设计方法

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摘要

The characteristics of bolted circular flange joints tightened with bolt number N are analyzed using FEM such as the interface stress distributions in initial clamping state, those in operation and the load factor under tensile loadings. Then the effects of the bolt pitch circle diameter D and the bolt number N on the load factor and the interface stress distributions are examined. The FEM results of the load factor and a load when the interfaces starts to separate are fairly coincided with the experimental results. The value of the load factor is the smaller and it is less than 0.1. In addition, it decreases as the value of D increases. Another objective is to demonstrate a new design method and two typical cases are described. One is a problem how to determine the bolt nominal diameter when the bolt strength grade, bolt number N, the interface stress for keeping the joint function and external load are provided and the other is how to determine the bolt strength when the bolt nominal diameter, interface stress and external load are provided. The measured tightening coefficient Q is introduced in the design and the bolt strength is evaluated using the newly introduced equivalent stress taking account the shear stress due to torque in bolt initial tightening. Using the obtained nominal diameter, the bolt maximum stress, the bolt stress amplitude and the critical stress at the bearing surfaces are checked. The availability of the method is shown with the flowchart for design.
机译:使用诸如初始夹紧状态下的界面应力分布的FEM,操作和拉伸载荷下的负载系数,分析用螺栓数N拧紧的螺栓圆形法兰接头的特性。然后,检查了螺栓俯仰圆直径d和螺栓数n对负载系数和界面应力分布的影响。当接口开始分离时的负载因子和负载的有限元件相当恰逢实验结果。负载系数的值越小,但小于0.1。此外,随着D的值增加而降低。另一个目的是展示一种新的设计方法和两个典型的情况。一个是如何确定螺栓强度级,螺栓数量n的螺栓标称直径的问题,提供了用于保持关节功能和外部载荷的界面应力,另一个是如何确定螺栓标称直径时的螺栓强度。提供了界面应力和外部负载。在设计中引入测量的紧固系数Q,并且使用新引入的等效应力评估螺栓强度,以考虑由于螺栓初始紧固中的扭矩引起的剪切应力。使用所获得的标称直径,检查螺栓最大应力,螺栓应力幅度和轴承表面处的临界应力。使用流程图显示该方法的可用性。

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