首页> 外文会议>DE-vol.117; American Society of Mechanical Engineers(ASME) International Mechanical Engineering Congress and Exposition; 20041113-19; Anaheim,CA(US) >FINITE ELEMENT STRESS ANALYSIS AND STRENGTH EVALUATION OF ADHESIVE BUTT JOINTS OF CIRCULAR PIPES COMBINING COUPLING COLLAR WITH ADHESIVE SUBJECTED TO INTERNAL PRESSURE, TEMPERATURE CHANGE AND EXTERNAL BENDING MOMENTS
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FINITE ELEMENT STRESS ANALYSIS AND STRENGTH EVALUATION OF ADHESIVE BUTT JOINTS OF CIRCULAR PIPES COMBINING COUPLING COLLAR WITH ADHESIVE SUBJECTED TO INTERNAL PRESSURE, TEMPERATURE CHANGE AND EXTERNAL BENDING MOMENTS

机译:内压,温度变化和外部弯曲力矩结合的耦合柱与胶结合的圆形管胶接缝有限元应力分析和强度评估

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摘要

The interface stress distributions between the coupling collar, the adhesive and the pipes of the joint subjected to an internal pressure, a temperature change and bending moments are analyzed by using the elastic finite element method (FEM). The experiment of the rupture test of the joints manufactured by pipes made of structural steel (S45C, JIS) and epoxide adhesive was carried out by applying the above loads to the joints. From the numerical calculations, the following results were obtained: (1) the stress distributes uniformly at the interface except near the edges, (2) the stress becomes singular at the edges of the interfaces and (3) the stress distribution at a half part of the interface increase as the external bending moments increase and also Young's modulus of the adhesive increases. From the experiments, the following results were obtained: (1) the joint strength (evaluated as a 95% non-rupture probability) under both the internal pressure and the temperature change increases as the coupling length increases and (2) the joint strength under both the internal pressure and the temperature change decreases when the external bending moment is applied to the joint. Furthermore, the numerical results are in fairly good agreement with the experimental results.
机译:使用弹性有限元方法(FEM)分析了在连接环,粘合剂和接头的管之间承受内压,温度变化和弯矩的界面应力分布。通过将上述载荷施加到接头上,对由结构钢(S45C,JIS)和环氧胶粘剂制成的管制成的接头的断裂试验进行了实验。从数值计算中,获得以下结果:(1)应力均匀分布在除了边缘附近的界面处;(2)应力在界面边缘处变得奇异;(3)应力在一半处分布界面弯曲随着外部弯矩的增加而增加,并且粘合剂的杨氏模量也增加。从实验中获得以下结果:(1)内应力和温度变化下的接头强度(以95%的不破裂概率评估)随连接长度的增加而增加;(2)当外部弯矩施加到接头上时,内部压力和温度变化都会减小。此外,数值结果与实验结果相当吻合。

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