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Volumn 83, Issue 8-9, 2005, Pages 525-535

Experimental and numerical study of cracking behavior of openings in concrete dams

Author keywords

Crack; Dam; FEM; Opening; Reinforced concrete; Tension stiffening

Indexed keywords

COMPUTER SIMULATION; CRACK INITIATION; FINITE ELEMENT METHOD; INLAND WATERWAYS; MATHEMATICAL MODELS; REINFORCED CONCRETE; RELIABILITY; SHRINKAGE; SPILLWAYS; STRESS ANALYSIS; TENSILE TESTING;

EID: 13844299412     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2004.11.002     Document Type: Article
Times cited : (19)

References (19)
  • 1
    • 13844287939 scopus 로고    scopus 로고
    • Beijing: China electric power publishing company
    • Ministry of electric power industry in China, Hydraulic concrete structure design code. Beijing: China electric power publishing company 1997; p. 188-9
    • (1997) Hydraulic Concrete Structure Design Code , pp. 188-189
  • 2
    • 13844296209 scopus 로고    scopus 로고
    • Doctoral dissertation, Hydraulic structural engineering, Tsinghua University
    • Jin C. Design method of orifice structure of concrete dam. Doctoral dissertation, Hydraulic structural engineering, Tsinghua University; 2000
    • (2000) Design Method of Orifice Structure of Concrete Dam
    • Jin, C.1
  • 4
    • 0022675983 scopus 로고
    • The modified compression field theory for reinforced concrete elements subjected to shear
    • F.J. Vecchio, and M.P. Collins The modified compression field theory for reinforced concrete elements subjected to shear ACI Struct J 83 2 1986 219 231
    • (1986) ACI Struct J , vol.83 , Issue.2 , pp. 219-231
    • Vecchio, F.J.1    Collins, M.P.2
  • 5
    • 0026221175 scopus 로고
    • Nonlinear analysis of concrete membrane elements
    • T.T.C. Hsu Nonlinear analysis of concrete membrane elements ACI Struct J 88 5 1991 552 561
    • (1991) ACI Struct J , vol.88 , Issue.5 , pp. 552-561
    • Hsu, T.T.C.1
  • 7
    • 0002572381 scopus 로고
    • Contact density model for stress transfer across cracks in concrete
    • B. Li, K. Maekawa, and H. Okamura Contact density model for stress transfer across cracks in concrete J. Faculty Eng., University of Tokyo B 40 1 1989 9 52
    • (1989) J. Faculty Eng., University of Tokyo B , vol.40 , Issue.1 , pp. 9-52
    • Li, B.1    Maekawa, K.2    Okamura, H.3
  • 9
    • 0001647679 scopus 로고    scopus 로고
    • Numerical simulation of size effect in shear strength of RC beams
    • X. An, K. Maekawa, and H. Okamura Numerical simulation of size effect in shear strength of RC beams J Mater, Concr Struct Pavements 35 564 1997 297 316
    • (1997) J Mater, Concr Struct Pavements , vol.35 , Issue.564 , pp. 297-316
    • An, X.1    Maekawa, K.2    Okamura, H.3
  • 10
    • 0024303654 scopus 로고
    • Nonlinear finite element analysis of reinforced concrete membranes
    • F.J. Vecchio Nonlinear finite element analysis of reinforced concrete membranes ACI Struc J 86 1 1989 26 35
    • (1989) ACI Struc J , vol.86 , Issue.1 , pp. 26-35
    • Vecchio, F.J.1
  • 14
    • 0038545331 scopus 로고    scopus 로고
    • Computational model for post cracking analysis of RC membrane elements based on local stress-strain characteristics
    • M. Soltani, X. An, and K. Maekawa Computational model for post cracking analysis of RC membrane elements based on local stress-strain characteristics Eng Struct 25 8 2003 993 1007
    • (2003) Eng Struct , vol.25 , Issue.8 , pp. 993-1007
    • Soltani, M.1    An, X.2    Maekawa, K.3
  • 16
    • 0001388562 scopus 로고
    • Stress distribution in reinforced concrete members with tension cracks
    • B.B. Broms Stress distribution in reinforced concrete members with tension cracks J ACI, Proc 62 1964 1095 1108
    • (1964) J ACI, Proc , vol.62 , pp. 1095-1108
    • Broms, B.B.1
  • 17
    • 0003059935 scopus 로고
    • Size effect and bond-slip dependence of lightly reinforced concrete beams: The problem of minimum reinforcement ratio
    • A. Carpiniteri ESIS Publication 24 Torino, Italy
    • G Ruiz, M Elices, and J Palanas Size effect and bond-slip dependence of lightly reinforced concrete beams: The problem of minimum reinforcement ratio A. Carpiniteri Minimum reinforcement in concrete members 1991 ESIS Publication 24 Torino, Italy pp. 67-97
    • (1991) Minimum Reinforcement in Concrete Members
    • Ruiz, G.1    Elices, M.2    Palanas, J.3
  • 19
    • 0038114369 scopus 로고
    • Computational model for steel embedded in concrete under combined axial pullout and transverse shear displacement
    • J. Qureshi, and K. Maekawa Computational model for steel embedded in concrete under combined axial pullout and transverse shear displacement Proc. of JCI 15 2 1993 1249 1254
    • (1993) Proc. of JCI , vol.15 , Issue.2 , pp. 1249-1254
    • Qureshi, J.1    Maekawa, K.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.