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Volumn 124, Issue 9, 1998, Pages 1041-1049

Flexural deformability of reinforced concrete beams

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; BOND STRENGTH (MATERIALS); CRACK PROPAGATION; DEFORMATION; MATHEMATICAL MODELS; PROBLEM SOLVING; REINFORCED CONCRETE; STEEL;

EID: 0032164260     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:9(1041)     Document Type: Article
Times cited : (63)

References (36)
  • 1
    • 0025430497 scopus 로고
    • Trilinear moment-curvature relationship for reinforced concrete beams
    • Alwis, W. A. M. (1990). "Trilinear moment-curvature relationship for reinforced concrete beams." ACI Struct. J., 87(3), 276-283.
    • (1990) ACI Struct. J. , vol.87 , Issue.3 , pp. 276-283
    • Alwis, W.A.M.1
  • 2
    • 0347923497 scopus 로고
    • On the deformability of reinforced concrete members in tension and bending
    • H. Mang, N. Bicanic, and R. de Borst, eds., Pineridge Press, Innsbruck, Austria
    • Avalle, M., Ferretti, D., Iori, I., and Vallini, P. (1994). "On the deformability of reinforced concrete members in tension and bending." Computational Modeling of Concrete Struct., Proc., Int. Conf. EURO-C 1994. H. Mang, N. Bicanic, and R. de Borst, eds., Pineridge Press, Innsbruck, Austria, 723-734.
    • (1994) Computational Modeling of Concrete Struct., Proc., Int. Conf. EURO-C 1994 , pp. 723-734
    • Avalle, M.1    Ferretti, D.2    Iori, I.3    Vallini, P.4
  • 3
    • 0020826748 scopus 로고
    • Spacing of cracks in reinforced concrete
    • Bažant, Z. P., and Oh, B. H. (1982). "Spacing of cracks in reinforced concrete." J. Struct. Engrg. Div., ASCE, 109(9), 2066-2085.
    • (1982) J. Struct. Engrg. Div., ASCE , vol.109 , Issue.9 , pp. 2066-2085
    • Bažant, Z.P.1    Oh, B.H.2
  • 4
    • 0346031885 scopus 로고
    • Short-term deformations of reinforced concrete members
    • Cement and Concrete Assn., London, England
    • Beeby, A. W. (1968). "Short-term deformations of reinforced concrete members." Tech. Rep. TRA 408, Cement and Concrete Assn., London, England.
    • (1968) Tech. Rep. TRA , vol.408
    • Beeby, A.W.1
  • 5
    • 0012616966 scopus 로고
    • Deflection of reinforced concrete flexural members
    • Branson, D. E. (1966). "Deflection of reinforced concrete flexural members." J. Am. Concrete Inst., ACI, 63(6), 637-674.
    • (1966) J. Am. Concrete Inst., ACI , vol.63 , Issue.6 , pp. 637-674
    • Branson, D.E.1
  • 6
    • 0003600382 scopus 로고
    • Building code requirements for reinforced concrete
    • Am. Concrete Inst. (ACI), Detroit, Mich
    • "Building code requirements for reinforced concrete." (1989). ACI 318- 89, Am. Concrete Inst. (ACI), Detroit, Mich.
    • (1989) ACI , vol.318 , Issue.89
  • 7
    • 0347293172 scopus 로고
    • A comprehensive study of the flexural behaviour of structural concrete elements
    • Corso di Perfezionamento per le Costruzioni in C. A., F.lli Pesenti, Politecnico di Milano, Milan, Italy
    • Cohn, M. Z., and Riva, P. (1987). "A comprehensive study of the flexural behaviour of structural concrete elements." Studi e Ricerche, Corso di Perfezionamento per le Costruzioni in C. A., F.lli Pesenti, Politecnico di Milano, Milan, Italy, 9, 365-413.
    • (1987) Studi e Ricerche , vol.9 , pp. 365-413
    • Cohn, M.Z.1    Riva, P.2
  • 8
    • 1542487657 scopus 로고
    • CEB-FIP model code 1990
    • Thomas Telford Service Ltd., London, England
    • Comitè Euro-International du Bèton (CEB). (1993). "CEB-FIP model code 1990." CEB Bulletin d'Information 213-214, Thomas Telford Service Ltd., London, England.
    • (1993) CEB Bulletin d'Information , vol.213-214
  • 9
    • 0012616331 scopus 로고
    • Theoretical evaluation of inelastic rotations and displacements in the reinforced concrete monodimensional elements
    • Rome, Italy, in Italian
    • Consenza, E., Greco, C., and Manfredi, G. (1991). "Theoretical evaluation of inelastic rotations and displacements in the reinforced concrete monodimensional elements." Atti della Accademia Nazionale del Lincei, Accademia Nazionale dei Lincei, Rome, Italy, 9(2), 249-258 (in Italian).
    • (1991) Atti della Accademia Nazionale del Lincei, Accademia Nazionale dei Lincei , vol.9 , Issue.2 , pp. 249-258
    • Consenza, E.1    Greco, C.2    Manfredi, G.3
  • 10
    • 0027593092 scopus 로고
    • Bending moment-mean curvature relationship with constant axial load in the presence of tension stiffening
    • Paris, France
    • Creazza, G., and Di Marco, R. (1993). "Bending moment-mean curvature relationship with constant axial load in the presence of tension stiffening." Mat. and Struct., Paris, France, 26, 196-206.
    • (1993) Mat. and Struct. , vol.26 , pp. 196-206
    • Creazza, G.1    Di Marco, R.2
  • 11
    • 0347293170 scopus 로고
    • Rotation capacity of prestressed concrete members
    • Comitè Euro- International du Bèton (CEB), ed., Riga, Latvia
    • Eligehausen, R., and Li, L. (1992). "Rotation capacity of prestressed concrete members." Bond in Concrete, Proc., Int. Conf., Comitè Euro- International du Bèton (CEB), ed., Riga, Latvia, 2.58-2.67.
    • (1992) Bond in Concrete, Proc., Int. Conf. , pp. 258-267
    • Eligehausen, R.1    Li, L.2
  • 12
    • 0024070297 scopus 로고
    • Moment curvature relationship of reinforced concrete sections under combined bending and normal force
    • Paris, France
    • Espion, B., and Halleux, P. (1988). "Moment curvature relationship of reinforced concrete sections under combined bending and normal force." Mat. and Struct., Paris, France, 21, 341-351.
    • (1988) Mat. and Struct. , vol.21 , pp. 341-351
    • Espion, B.1    Halleux, P.2
  • 14
    • 0346662907 scopus 로고
    • On the serviceability behavior of reinforced concrete elements in bending
    • Scuola di Specializzazione per le Costruzioni in C. A., F.lli Pesenti, Politecnico di Milano, Milan, Italy in Italian
    • Ferretti, D., Iori, I., and Vallini, P. (1995). "On the serviceability behavior of reinforced concrete elements in bending." Studie e Ricerche, Scuola di Specializzazione per le Costruzioni in C. A., F.lli Pesenti, Politecnico di Milano, Milan, Italy 16, 209-229 (in Italian).
    • (1995) Studie e Ricerche , vol.16 , pp. 209-229
    • Ferretti, D.1    Iori, I.2    Vallini, P.3
  • 15
    • 0020249206 scopus 로고
    • Tension stiffening concept based on bond slip
    • Floegl, H., and Mang, M. (1982). "Tension stiffening concept based on bond slip." J. Struct. Div., ASCE, 108(12), 2681-2701.
    • (1982) J. Struct. Div., ASCE , vol.108 , Issue.12 , pp. 2681-2701
    • Floegl, H.1    Mang, M.2
  • 16
    • 0347923472 scopus 로고
    • Local moment-curvature relationship for re beams under bending and shear. Experimental analysis by means of moirè method
    • Universitá della Calabria, Cosenza, Italy, in Italian
    • Gelfi, P., and Giuriani, E. (1982). "Local moment-curvature relationship for re beams under bending and shear. Experimental analysis by means of moirè method." Atti del X Convegno Nazionale A.I.A.S., Universitá della Calabria, Cosenza, Italy, 625-640 (in Italian).
    • (1982) Atti del X Convegno Nazionale A.I.A.S. , pp. 625-640
    • Gelfi, P.1    Giuriani, E.2
  • 17
    • 0018151684 scopus 로고
    • Tension stiffening in reinforced concrete slabs
    • Gilbert, R. I., and Warner, R. F. (1978). "Tension stiffening in reinforced concrete slabs." J. Struct. Div., ASCE, 104(12), 1885-1900.
    • (1978) J. Struct. Div., ASCE , vol.104 , Issue.12 , pp. 1885-1900
    • Gilbert, R.I.1    Warner, R.F.2
  • 18
    • 0346031874 scopus 로고
    • Propagation and distance of cracks in R.C. beams with a bending moment gradient
    • Corso di Perfezionamento per le Costruzioni in C. A., F.lli Pesenti, Politecnico di Milano, Milan, Italy
    • Giuriani, E., and Plizzari, G. (1989). "Propagation and distance of cracks in R.C. beams with a bending moment gradient." Studi e Ricerche, Corso di Perfezionamento per le Costruzioni in C. A., F.lli Pesenti, Politecnico di Milano, Milan, Italy, 11, 61-106.
    • (1989) Studi e Ricerche , vol.11 , pp. 61-106
    • Giuriani, E.1    Plizzari, G.2
  • 19
    • 0347293163 scopus 로고
    • The geometric moiré method technique in the study of RC beams in bending
    • Cagliari, Italy, in Italian
    • Giuriani, E., and Ronca, P. (1979). "The geometric moiré method technique in the study of RC beams in bending." VII Convegno Nazionale A.I.A.S., Cagliari, Italy, 6.55-6.68 (in Italian).
    • (1979) VII Convegno Nazionale A.I.A.S. , pp. 655-668
    • Giuriani, E.1    Ronca, P.2
  • 20
    • 0346662733 scopus 로고
    • Relationships between local and average moment-curvature for a RC beam under increasing and repeated imposed curvatures-Experimental research by means of the moiré method with superimposed grids
    • Corso di Perfezionamento per le Costruzioni in C. A., F.lli Pesenti, Politecnico di Milano, Milan, Italy, in Italian
    • Giuriani, E., and Sforza, C. (1981). "Relationships between local and average moment-curvature for a RC beam under increasing and repeated imposed curvatures-Experimental research by means of the moiré method with superimposed grids." Studi e Ricerche, Corso di Perfezionamento per le Costruzioni in C. A., F.lli Pesenti, Politecnico di Milano, Milan, Italy, 3, 177-204 (in Italian).
    • (1981) Studi e Ricerche , vol.3 , pp. 177-204
    • Giuriani, E.1    Sforza, C.2
  • 21
    • 0019013228 scopus 로고
    • Composite behavior of concrete beams with epoxy bonded external reinforcement
    • Lancaster, England
    • Jones, R., Swamy, R. N., Bloxham, J., and Bouderbalah, A. (1980). "Composite behavior of concrete beams with epoxy bonded external reinforcement." Int. J. Cement Composites, Lancaster, England, 2(2), 91-107.
    • (1980) Int. J. Cement Composites , vol.2 , Issue.2 , pp. 91-107
    • Jones, R.1    Swamy, R.N.2    Bloxham, J.3    Bouderbalah, A.4
  • 22
    • 0347293153 scopus 로고
    • Établissement des lois moment-courbures
    • Paris, France, in French
    • Maldague, J. C. (1965). "Établissement des lois moment-courbures." Annales de l'ITBTP, Paris, France, 213, 1170-1218 (in French).
    • (1965) Annales de L'ITBTP , vol.213 , pp. 1170-1218
    • Maldague, J.C.1
  • 23
    • 0014925650 scopus 로고
    • The moment-curvature relation of reinforced concrete
    • Monnier, T. (1970). "The moment-curvature relation of reinforced concrete." Heron, 17(2), 1-101.
    • (1970) Heron , vol.17 , Issue.2 , pp. 1-101
    • Monnier, T.1
  • 24
    • 0002539897 scopus 로고
    • Finite element analysis of reinforced concrete beams
    • Ngo, D., and Scordelis, A. C. (1967). "Finite element analysis of reinforced concrete beams." ACI J., 64(3), 152-163.
    • (1967) ACI J. , vol.64 , Issue.3 , pp. 152-163
    • Ngo, D.1    Scordelis, A.C.2
  • 25
    • 0019690333 scopus 로고
    • Finite element analysis of reinforced concrete beams with special regard to bond behaviour
    • Plauk, G., and Hees, G. (1981). "Finite element analysis of reinforced concrete beams with special regard to bond behaviour." Proc., Advanced Mech. of Reinforced Concrete, IABSE Colloquium, 655-670.
    • (1981) Proc., Advanced Mech. of Reinforced Concrete, IABSE Colloquium , pp. 655-670
    • Plauk, G.1    Hees, G.2
  • 26
    • 0025485138 scopus 로고
    • Tension-stiffening and moment-curvature relations of reinforced concrete elements
    • Prakhya, G. K. V., and Morley, C. T. (1990). "Tension-stiffening and moment-curvature relations of reinforced concrete elements." ACI Struct. J., 87(5), 597-605.
    • (1990) ACI Struct. J. , vol.87 , Issue.5 , pp. 597-605
    • Prakhya, G.K.V.1    Morley, C.T.2
  • 28
    • 0015080334 scopus 로고
    • Moment-curvatures relationships for prestressed concrete in constant-moment zones
    • Priestley, M. J. N., Park, R., and Lu, F. P. S. (1971). "Moment-curvatures relationships for prestressed concrete in constant-moment zones." Mag. of Concrete Res., 23(75), 69-78.
    • (1971) Mag. of Concrete Res. , vol.23 , Issue.75 , pp. 69-78
    • Priestley, M.J.N.1    Park, R.2    Lu, F.P.S.3
  • 29
    • 0015626542 scopus 로고
    • Trisegmental moment-curvature relations for reinforced concrete members
    • Rao, P. S., and Subrahmanyam, B. V. (1973). "Trisegmental moment-curvature relations for reinforced concrete members." J. Am. Concrete Inst., 70(5), 346-351.
    • (1973) J. Am. Concrete Inst. , vol.70 , Issue.5 , pp. 346-351
    • Rao, P.S.1    Subrahmanyam, B.V.2
  • 30
    • 0021520243 scopus 로고
    • Crack prediction for members in uniaxial tension
    • Rizkalla, S. H., and Hwang, L. S. (1984). "Crack prediction for members in uniaxial tension." ACI J., 81(6), 572-579.
    • (1984) ACI J. , vol.81 , Issue.6 , pp. 572-579
    • Rizkalla, S.H.1    Hwang, L.S.2
  • 31
    • 0347293159 scopus 로고
    • Basic bond equations in a reinforced concrete flexural element
    • Comitè Euro-International du Beton (CEB), ed., Riga, Latvia
    • Sato, R., Ujike, I., Minato, H., and Dilger, W. (1992). "Basic bond equations in a reinforced concrete flexural element." Bond in Concrete, Proc., Int. Conf., Comitè Euro-International du Beton (CEB), ed., Riga, Latvia, 2.89-2.98.
    • (1992) Bond in Concrete, Proc., Int. Conf. , pp. 289-298
    • Sato, R.1    Ujike, I.2    Minato, H.3    Dilger, W.4
  • 32
    • 0019565869 scopus 로고
    • Bond stress versus slip relationship and cracking response of tension members
    • Somayaji, S., and Shah, S. P. (1981). "Bond stress versus slip relationship and cracking response of tension members." ACI J., 78(3), 217-225.
    • (1981) ACI J. , vol.78 , Issue.3 , pp. 217-225
    • Somayaji, S.1    Shah, S.P.2
  • 34
    • 0347923398 scopus 로고
    • A study of the flexural behavior of R/C cracked beams, by means of a 3D 'Block Model
    • Scuola di Specializzazione in Costruzioni in C.A., F.lli Pesenti, Politecnico di Milano, Milan, Italy
    • Vasiliev, P. I., and Belov, V. V. (1993). "A study of the flexural behavior of R/C cracked beams, by means of a 3D 'Block Model."' Studi e Ricerche, Scuola di Specializzazione in Costruzioni in C.A., F.lli Pesenti, Politecnico di Milano, Milan, Italy, 14, 435-452.
    • (1993) Studi e Ricerche , vol.14 , pp. 435-452
    • Vasiliev, P.I.1    Belov, V.V.2
  • 35
    • 33748416876 scopus 로고
    • Stresses at a crack, size of the crack, and the bending of reinforcement concrete
    • Westergaard, H. M. (1933). "Stresses at a crack, size of the crack, and the bending of reinforcement concrete." J. Am. Concrete Inst., 5(6), 93-102.
    • (1933) J. Am. Concrete Inst. , vol.5 , Issue.6 , pp. 93-102
    • Westergaard, H.M.1
  • 36
    • 0026124396 scopus 로고
    • Tension stiffness model for cracked reinforced concrete
    • Wu, Z., Yoshikawa, H., and Tanabe, T. (1991). "Tension stiffness model for cracked reinforced concrete." J. Struct. Engrg., ASCE, 117(3), 715-732.
    • (1991) J. Struct. Engrg., ASCE , vol.117 , Issue.3 , pp. 715-732
    • Wu, Z.1    Yoshikawa, H.2    Tanabe, T.3


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