采用A002 , A132 和A302 三种焊条以及(600 ,800 和1050)0C*6H 三种焊后热处理方式,研究了304 钢不同焊缝的环境断裂行为.试验是用悬臂梁弯曲试样在室温0 .5MOL/LNACL+ 2 .5MOL/LH2SO4 溶液中进行的.测定了各种焊缝的DA/DT ~K1 曲线,并作了浸蚀试验、腐蚀电化学试验和断口分析.结果表明:焊缝的KISCC 为30 ~38MPAM 1/2,按A002,A302 和A132顺序递增,只及母材的(62 ~79)％ ;其裂缝扩展速率DA/DT 达(5 ~7) *10－ 6 M MS－ 1 ,为母材的2 .8 ~3 .9 倍.随焊后热处理温度升高,DA/DT 下降, KISCC 升高.304 母材的环境断裂受应变产生活性通道机理控制;而焊缝主要受预存活性通道机理制约,以沿晶断裂为主,所需KISCC 较低,DA/DT 较大.在焊缝中,铁素体呈阳极而优先溶解,其数量越多,越易呈半连续或连续的网状,意味着预存活性通道越通畅,环境断裂敏感性越高.焊缝成分和焊后热处理的影响,实际上都是通过改变铁素体的数量和形态而起作用的“,”The environmental fracture behavior of 304 stainless steel base metaland three weld metals with different alloy additions (A002, A132 andA302) under as welded and postweld heat treatment (PWHT) conditions werequantitatively studied in 0.5mol/L NaCl + 2.5mol/L H 2SO 4 solution at room temperature. The tests were carried out with a cantilever bending test machine and the da/dt~ K 1  curves were determined to evaluate the resistance to environmental fracture. The micrography,fractography and electrochemical tests for corrosion were performed formechanism study. The results showed that K ISCC  of the weld metals was 30~ 38MPa m 1/2 , increasing in order of A002, A302and A132, being 62%~ 79% of the base metal, and their da/dt reached to (5~ 7)*10 -6 mms -1 , being 2.8~3.9 *of the base metal. As the PWHT temperature increased, the susceptibility to environmental fracture for the weld metals decreased. The environmental fracture behavior of 304 base metal was controlled by stress assisted active tunnels, showing transgranular (TG) fracture. However, the environmental fracture behavior of the weld metals were mainly controlled by pre-existing active tunnel mechanism, showing intergranular (IG) or IG+TG mode. Since the delta ferrite in the weld metals was an anodic phase to be preferentially corroded, forming pre-existent active tunnels, the resistance to environmental fracture decreased as the ferrite content increased and a continuous network formed. The environmental fracture behavior of 304 steel weld metals was mainly dependent on the ferrite content and morphology. Both the weld metal composition and PWHT would affect the resistance to environmental fracture through the change of microstructure.