海洋平台导管架Y形节点焊接冷裂性评价

Evaluation on welding cold cracking of Y-type node of offshore platform jacket

  • 摘要: 海洋平台结构的不均匀性与焊接技术的局限性导致焊接接头位置易产生焊接冷裂纹等缺陷进而导致开裂。针对该问题,文中基于SYSWELD软件对海洋平台E36高强钢材质的导管架典型Y形管节点位置处的焊缝进行建模并对其焊接过程进行了数值模拟。根据焊后应力场获得焊后拘束应力,从而实现对其冷裂性的定量评价。通过热源校核得到的热循环曲线实现热源模型的施加,进而分别对管内壁焊根处和管外壁焊趾处的轴向、周向及径向拘束应力沿着相贯线的变化进行了分析,并将各方向的危险点拘束应力与材料的临界拘束应力进行了对比。结果表明,导管架Y形管节点的焊后最大拘束应力为492 MPa,小于E36高强钢的临界拘束应力,即导管架Y形管节点的焊根和焊趾处均不会发生焊接延迟开裂。

     

    Abstract: Due to the inhomogeneity of offshore platform structure and the limitation of welding technology,the welded joints were prone to appear cold cracks. For the problem,based on SYSWELD,the weld of typical Y-joints of offshore platform jacket made of E36 high strength steel was modeled and the welding process was numerically simulated in the paper. According to the stress field,the restraint stress was obtained,so as to realize the quantitative evaluation of its cold cracking. The heat source model was applied through the thermal cycle obtained by the heat source check,and then the changes of axial,circumferential and radial restraint stresses along the intersection line at the weld root and the weld toe were analyzed and the restraint stress of dangerous points in each direction were compared with the critical restraint stress of the material. The results showed that the maximum restraint stress was 492 MPa,which was less than the critical restraint stress of E36 high strength steel. That was to say,there would be no delayed cracking at the root and toe of Y-joints.

     

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