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    压力容器碟形封头焊接结构应力数值计算及安全评定

    Numerical Simulation and Safety Assessment for Pressure Vessel Dished Closure Head Welded Structure

    • 摘要: 采用埋弧焊焊接制备SA-240M 304不锈钢碟形封头,建立简易有限元模型,采用刚体面偏置约束模拟碟形封头在工况条件下的应力场,并对危险区域的Mises等效应力进行计算和安全评定。结果表明:有限元模拟得到碟形封头长圆孔右侧圆弧中间区域的Mises等效应力最大,为危险区域,与由实测应变计算得到应力的相对误差仅为4.7%,验证模型准确;对危险区域沿应力分类线的法向应力进行等效线性化处理后得到一次薄膜应力、一次弯曲应力、峰值应力、二次弯曲应力分别为135.19,3.54,0.774,42.83 MPa,根据ASME VIII-2评定为安全。

       

      Abstract: The SA-240M 304 stainless steel dished closure head was manufactured by submerged arc welding. A simple finite element model was established to simulate the Mises equivalent stress field of dished closure head under rigid bias constraint working condition. The results show that the Mises equivalent stress in the middle of the circular circle on the right side of the elongated hole of the dish closure head was the maximum, which was the dangerous area. The relative error between simulation value and the stress calculated from the measured strain was only 4.7%, which verified the accuracy of the model. After equivalent linearization of the normal stress along the stress classification line in the dangerous area, the primary film stress, primary bending stress, peak stress and secondary bending stress were obtained, which were 135.19, 3.54, 0.774, 42.83 MPa, respectively, and were rated as safe according to ASME VIII-2.

       

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