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华东理工大学机械与动力工程学院 承压系统与安全教育部重点实验室
纸质出版日期:2013
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[1]王海涛,王国珍,轩福贞,涂善东,刘长军.核电52M镍基合金异种金属焊接接头的局部断裂行为[J].核技术,2013,36(04):142-147.
WANG Haitao WANG Guozhen XUAN Fuzhen TU Shandong LIU Changjun. Local fracture behavior in an Alloy 52M dissimilar metal welded joint in nuclear power plants[J]. Nuclear techniques, 2013, 36(4): 040628
[1]王海涛,王国珍,轩福贞,涂善东,刘长军.核电52M镍基合金异种金属焊接接头的局部断裂行为[J].核技术,2013,36(04):142-147. DOI: 10.11889/j.0253-3219.2013.hjs.36.040628.
WANG Haitao WANG Guozhen XUAN Fuzhen TU Shandong LIU Changjun. Local fracture behavior in an Alloy 52M dissimilar metal welded joint in nuclear power plants[J]. Nuclear techniques, 2013, 36(4): 040628 DOI: 10.11889/j.0253-3219.2013.hjs.36.040628.
异种金属焊接接头是核电系统内部易损部件
为保证其安全使用
需要对其进行准确的完整性分析。为了理解含缺陷异种金属焊接接头的断裂表现
确定现有程序对异种金属接头评定的适用性。本文对镍基合金52M异种金属接头不同位置裂纹的三点弯曲试样进行了断裂试验。发现试样的裂纹扩展阻力及路径不同
且裂纹路径总是向低屈服强度材料侧偏转。得出裂纹路径的偏转主要由裂尖材料强度失配控制
而非韧性失配控制。对于扩展路径有偏斜的裂纹
其J-R阻力曲线反映的是沿裂纹扩展区材料的表观断裂阻力
而非初始裂纹尖端区材料的本质断裂阻力。在不考虑焊接热影响区、界面区及内部影响区断裂阻力的情况下
采用现有程序去评定含缺陷异种金属接头
将产生非保守或过于保守的评定结果
且在多数情况下
得到非保守的评价结果。
Background: Dissimilar metal welded joints(DMWJs) were indicated to be vulnerable components in the primary systems
an accurate structural integrity assessment for such DMWJ is needed.Purpose: Understand the fracture performance of the welded joint containing defects
determine if appropriate to assess the defects in the weld joint with the present codes.Methods: The fracture tests of the initial crack located in the different positions of Alloy 52M DMWJ specimens were carried out by using single-edge notched bend(SENB) method.Results: Different crack resistance and crack propagation path were obtained for the SENB specimens
and the cracks always deviate to the materials with lower strength.Conclusions: The crack path deviation is mainly controlled by strength mismatch
rather than toughness mismatch.The J-resistance curves with larger crack path deviation only reflect the apparent fracture resistance along the crack growth region
rather than the intrinsic fracture resistance of the initial crack-tip region material.Without considering the local fracture resistance properties of heat affected zone(HAZ)
interface region and internal affected region(IAZ)
following present assessment codes will unavoidably produce non-conservative or excessive conservative assessment results.In most cases
the assessment results will be potentially non-conservative.
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