Shen Pusheng.Theory of Concrete Structure Design[M].Beijing:Higher Education Press,2002.
[2]
[3] Zienkiewicz O C,Taylor R L .The Finite Element Method [M].4th ed.Beijing:Tsinghua University Press,2006.
[3]
[4] Hillerborg A,Moder M,Peterson P E.Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements[J].Cement and Concrete Research,1976,6(6):773-781.
[10]Meschke G,Dumstorff P.Energy-based modeling of cohesive and cohesionless cracks via X-FEM[J].Computer Methods in Applied Mechanics and Engineering,2007,196(21/24):2338-2357.
[10]
[7] Giner E,Sukumar N,Tarancon J E,et al.An Abaqus implementation of the extended finite element method[J].Engineering Fracture Mechanics,2009,76(3):347-368.
[11]
Zhuang Zhuo,Liu Zhanli,Cheng Binbin,et al.Extend Finite Element Method [M].Beijing:Tsinghua University Press,2012.
[12]
[9] Ribeaucourt R,Baietto-Dubourg M C,Gravouil A.A new fatigue frictional contact crack propagation model with the coupled X-FEM/LATIN method[J].Computer Methods in Applied Mechanics and Engineering,2007,196(33/34):3230-3247.
[13]
[1] Tada H,Press A ,Paris P C.Stress Analysis of Cracks Handbook[M].3rd ed.New York:ASME Press,1985.