固体结构损伤破坏统一相场理论、算法和应用1)
吴建营

ON THE UNIFIED PHASE-FIELD THEORY FOR DAMAGE AND FAILURE IN SOLIDS AND STRUCTURES: THEORETICAL AND NUMERICAL ASPECTS1)
Wu Jianying
图15 Koyna混凝土重力坝溢流破坏: 左侧坝顶水平位移75 mm时的结构变形图
Fig.15 Overflow of Koyna dam: Deformations when the horizontal displacement of the crest node reaches 75 mm