超超临界机组奥氏体/马氏体异种钢接头蠕变数值模拟
Creep numerical simulation on dissimilar welded joint between austenitic and martensitic heat-resistant steel in USC power plant
-
摘要: 采用有限元方法对超超临界火电机组中新型奥氏体耐热钢HR3C/马氏体耐热钢T91异种钢接头在600℃/42.26 MPa内压作用下的最大蠕变主应力、von Mises等效应力和应力三轴度进行了数值模拟.结果表明,对于HR3C/T91异种钢接头,最大主应力峰值位于焊缝/T91界面附近区域,蠕变孔洞易于在焊缝/T91界面区域形成;von Mi-ses等效应力峰值同样位于焊缝/T91界面附近区域,因而,焊缝/T91界面区域内的蠕变孔洞易于扩张;应力三轴度的峰值分别位于HR3C/焊缝和焊缝/T91界面处,与界面重合.焊缝/T91界面处的应力三轴度数值较大、变化较小,采用应力三轴度可以更准确地描述HR3C/T91异种钢接头界面蠕变孔洞扩张及裂纹扩展特性,焊缝/T91界面为接头的薄弱环节.Abstract: The maximum principal stress, von mises equivalent stress and stress triaxiality in dissimilar welded joints between austenitic(HR3C) and martensitic heat-resistant steel(T91) are simulated by FEM under the conditions of 600℃ and inner pressure of 42.26 MPa. The results show that the maximum principal stress and von mises equivalent stress are quit high in the vicinity of weld/T91 interface, creep cavities are easy to form and expand in the weld/T91 interface. Weld/T91 interface is the weakest part of welded joint. The stress triaxiality peak is located exactly at the weld/T91 interface, and quit high. Therefore, using stress triaxiality to describe creep cavity nucleation and expansion and crack development is reasonable for the dissimilar welded joint between austenitic and martensitic steel.