3Hillerborg A,Modeer M,Petersson P E.Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements[J].Cem.Concr.Res.,1976,(6):773-782. 被引量:1
4Bazant Z P,Oh B H.Crack bank theory for fracture in concrete[J].Mater.Struct.,1983,16(93):155-177. 被引量:1
5Faria R,Oliver J,Cervera M.A strain-based plastic viscous-damage model for massive concrete structure[J].Int.J.Solids Structures,1998,35(14):1553-1558. 被引量:1
7KRAJCINOVIC D.Damage mechanics:accomplishments,trends and needs[J].International Journal of Solids and Structures,2000,37(13):267-277. 被引量:1
8LEMAITRE J.A continuous damage mechanics model for ductile fracture[J].J.Engng.Mater.Tech.,1985,107(1):83-89. 被引量:1
9KRAJCINOVIC D,SILVA M A G.Statistical aspects of the continuous damage theory[J].Int.J.Solids Struct.,1982,18(7):551-562. 被引量:1
10KRAJCINOVIC D,RINALDI A.Thermodynamics and statistical physics of damage processes in quasi-ductile solids[J].Mech.Mater.,2005,37(2/3):299-315. 被引量:1
9Xiao Shiyun,Li Hongnan and Lin Gao School of Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China.3-D consistency dynamic constitutive model of concrete[J].Earthquake Engineering and Engineering Vibration,2010,9(2):233-246. 被引量:4