메뉴 건너뛰기




Volumn 41, Issue 24-25, 2004, Pages 7181-7207

On materially and geometrically non-linear analysis of reinforced concrete planar frames

Author keywords

Localization; Reinforced concrete frame; Reissner's beam theory; Strain softening; Strain based finite element

Indexed keywords

COMPUTATION THEORY; FINITE ELEMENT METHOD; STEEL; STRAIN; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

EID: 4544230314     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijsolstr.2004.06.004     Document Type: Article
Times cited : (56)

References (41)
  • 1
    • 0003474648 scopus 로고    scopus 로고
    • New Jersey: Prentice-Hall, Inc., Simon & Schuster
    • Bathe K.J. Finite Element Procedures. 1996;Prentice-Hall, Inc., Simon & Schuster, New Jersey.
    • (1996) Finite Element Procedures
    • Bathe, K.J.1
  • 2
    • 4544284626 scopus 로고
    • France-US workshop on strain localization and size effect due to cracking and damage
    • Bažant Z., Mazars J. France-US workshop on strain localization and size effect due to cracking and damage. ASCE Journal of Engineering Mechanics. 116:1990;1412-1424.
    • (1990) ASCE Journal of Engineering Mechanics , vol.116 , pp. 1412-1424
    • Bažant, Z.1    Mazars, J.2
  • 4
    • 0023559025 scopus 로고
    • Ductility, snapback, size effect, and redistribution in softening beams or frames
    • Bažant Z., Pijaudier-Cabot G., Pan J. Ductility, snapback, size effect, and redistribution in softening beams or frames. ASCE Journal of Structural Engineering. 113:1987;2348-2364.
    • (1987) ASCE Journal of Structural Engineering , vol.113 , pp. 2348-2364
    • Bažant, Z.1    Pijaudier-Cabot, G.2    Pan, J.3
  • 6
    • 0024879649 scopus 로고
    • Nonlinear time-depending analysis of planar frames using an 'exact' formulation. II. Computer implementation for r.c. structures and examples
    • Carol I., Murcia J. Nonlinear time-depending analysis of planar frames using an 'exact' formulation. II. Computer implementation for r.c. structures and examples. Computers and Structures. 33:1989;89-102.
    • (1989) Computers and Structures , vol.33 , pp. 89-102
    • Carol, I.1    Murcia, J.2
  • 7
    • 0034563681 scopus 로고    scopus 로고
    • Computational approach to localization using global energy minimization
    • Chen G., Baker G., Hunt G.W. Computational approach to localization using global energy minimization. Computers and Structures. 78:2000;529-536.
    • (2000) Computers and Structures , vol.78 , pp. 529-536
    • Chen, G.1    Baker, G.2    Hunt, G.W.3
  • 9
    • 0036902988 scopus 로고    scopus 로고
    • A new thermodynamical consistent continuum model for hardening plasticity coupled with damage
    • Contrafatto L., Cuomo M. A new thermodynamical consistent continuum model for hardening plasticity coupled with damage. International Journal of Solids and Structures. 39:2002;6241-6271.
    • (2002) International Journal of Solids and Structures , vol.39 , pp. 6241-6271
    • Contrafatto, L.1    Cuomo, M.2
  • 10
    • 0007653595 scopus 로고
    • The shear coefficient in Timoshenko's beam theory
    • Cowper G.R. The shear coefficient in Timoshenko's beam theory. ASME Journal of Applied Mechanics. 33:1966;335-340.
    • (1966) ASME Journal of Applied Mechanics , vol.33 , pp. 335-340
    • Cowper, G.R.1
  • 11
    • 0009718322 scopus 로고
    • Tests on reinforced concrete frames. 1. Pinned portal frames
    • Cement and Concrete Association, London, England
    • Cranston, W.B., 1965. Tests on reinforced concrete frames. 1. Pinned portal frames. Technical Report TRA/392, Cement and Concrete Association, London, England.
    • (1965) Technical Report , vol.TRA-392
    • Cranston, W.B.1
  • 12
    • 0019262099 scopus 로고
    • A fast incremental/iterative solution procedure that handles 'snap-through'
    • Crisfield M.A. A fast incremental/iterative solution procedure that handles 'snap-through'. Computers and Structures. 13:1981;55-62.
    • (1981) Computers and Structures , vol.13 , pp. 55-62
    • Crisfield, M.A.1
  • 18
    • 84874326732 scopus 로고    scopus 로고
    • Design of concrete structures
    • Eurocode 2, 1999, prEN 1992-1:, 1st draft
    • Eurocode 2, 1999. Design of concrete structures. Part 1: General rules and rules for buildings, prEN 1992-1: 2001, 1st draft.
    • (2001) Part 1: General Rules and Rules for Buildings
  • 19
    • 0030567153 scopus 로고    scopus 로고
    • A new criterion for determination of initial loading parameter in arc-length methods
    • Feng Y.T., Perić D., Owen D.R.J. A new criterion for determination of initial loading parameter in arc-length methods. Computers and Structures. 58:1996;479-485.
    • (1996) Computers and Structures , vol.58 , pp. 479-485
    • Feng, Y.T.1    Perić, D.2    Owen, D.R.J.3
  • 20
    • 0003322154 scopus 로고
    • Investigation of the long concrete column in a frame subjected to lateral loads
    • American Concrete Institute SP-13
    • Ferguson, P.M., Breen, J.E., 1966. Investigation of the long concrete column in a frame subjected to lateral loads. Symposium on Reinforced Concrete Columns. American Concrete Institute SP-13.
    • (1966) Symposium on Reinforced Concrete Columns
    • Ferguson, P.M.1    Breen, J.E.2
  • 22
    • 0017482811 scopus 로고
    • A general nonlinear analysis of concrete structures and comparison with frame tests
    • Gunnin B.L., Rad F.N., Furlong R.W. A general nonlinear analysis of concrete structures and comparison with frame tests. Computers and Structures. 7:1977;257-265.
    • (1977) Computers and Structures , vol.7 , pp. 257-265
    • Gunnin, B.L.1    Rad, F.N.2    Furlong, R.W.3
  • 23
    • 2942552968 scopus 로고    scopus 로고
    • Effect of length on compressive strain-softening of concrete
    • Jansen D.C., Shah S.P. Effect of length on compressive strain-softening of concrete. ASCE Journal of Engineering Mechanics. 123:1997;25-35.
    • (1997) ASCE Journal of Engineering Mechanics , vol.123 , pp. 25-35
    • Jansen, D.C.1    Shah, S.P.2
  • 24
    • 0002131736 scopus 로고    scopus 로고
    • Analytical and numerical solutions for frames with softening hinges
    • Jirásek M. Analytical and numerical solutions for frames with softening hinges. ASCE Journal of Engineering Mechanics. 123:1997;8-14.
    • (1997) ASCE Journal of Engineering Mechanics , vol.123 , pp. 8-14
    • Jirásek, M.1
  • 25
    • 0013303132 scopus 로고    scopus 로고
    • Localization analysis of reinforced concrete members with softening behavior
    • Khaloo A.R., Tariverdilo S. Localization analysis of reinforced concrete members with softening behavior. ASCE Journal of Structural Engineering. 128:2002;1148-1157.
    • (2002) ASCE Journal of Structural Engineering , vol.128 , pp. 1148-1157
    • Khaloo, A.R.1    Tariverdilo, S.2
  • 26
    • 0026897461 scopus 로고
    • Nonlinear analysis of reinforced concrete beams with softening
    • Kim J.K., Lee T.G. Nonlinear analysis of reinforced concrete beams with softening. Computers and Structures. 44:1992;567-573.
    • (1992) Computers and Structures , vol.44 , pp. 567-573
    • Kim, J.K.1    Lee, T.G.2
  • 27
    • 0036494626 scopus 로고    scopus 로고
    • Nonlinear analysis of RC beams based on moment-curvature relation
    • Kwak H.-K., Kim S.-P. Nonlinear analysis of RC beams based on moment-curvature relation. Computers and Structures. 80:2002;615-628.
    • (2002) Computers and Structures , vol.80 , pp. 615-628
    • Kwak, H.-K.1    Kim, S.-P.2
  • 32
    • 0035499921 scopus 로고    scopus 로고
    • On the local stability condition in the planar beam finite element
    • Planinc I., Saje M., Čas B. On the local stability condition in the planar beam finite element. Structural Engineering and Mechanics. 12:2001;507-526.
    • (2001) Structural Engineering and Mechanics , vol.12 , pp. 507-526
    • Planinc, I.1    Saje, M.2    Čas, B.3
  • 34
    • 0028763482 scopus 로고
    • An improved nonlinear analysis of reinforced concrete frames
    • Rasheed H.A.S., Dinno K.S. An improved nonlinear analysis of reinforced concrete frames. Computers and Structures. 53:1994;625-636.
    • (1994) Computers and Structures , vol.53 , pp. 625-636
    • Rasheed, H.A.S.1    Dinno, K.S.2
  • 35
    • 0000314657 scopus 로고
    • On one-dimensional finite-strain beam theory: The plane problem
    • Reissner E. On one-dimensional finite-strain beam theory: the plane problem. Journal of Applied Mathematics and Physics (ZAMP). 23:1972;795-804.
    • (1972) Journal of Applied Mathematics and Physics (ZAMP) , vol.23 , pp. 795-804
    • Reissner, E.1
  • 36
    • 0024983795 scopus 로고
    • A variational principle for finite planar deformation of slender elastic frames
    • Saje M. A variational principle for finite planar deformation of slender elastic frames. International Journal of Solids and Structures. 26:1990;887-900.
    • (1990) International Journal of Solids and Structures , vol.26 , pp. 887-900
    • Saje, M.1
  • 38
    • 0021386697 scopus 로고
    • Numerical formulations for finite deformation problems of beams accounting for the effect of transverse shear
    • Simo J.C., Hjelmstad K.D., Taylor R.L. Numerical formulations for finite deformation problems of beams accounting for the effect of transverse shear. Computer Methods in Applied Mechanics and Engineering. 42:1984;301-330.
    • (1984) Computer Methods in Applied Mechanics and Engineering , vol.42 , pp. 301-330
    • Simo, J.C.1    Hjelmstad, K.D.2    Taylor, R.L.3
  • 40
    • 0032715851 scopus 로고    scopus 로고
    • A consistent equilibrium in a cross-section of an elastic-plastic beam
    • Vratanar B., Saje M. A consistent equilibrium in a cross-section of an elastic-plastic beam. International Journal of Solids and Structures. 36:1998;311-337.
    • (1998) International Journal of Solids and Structures , vol.36 , pp. 311-337
    • Vratanar, B.1    Saje, M.2
  • 41
    • 0033898568 scopus 로고    scopus 로고
    • Application of embedded discontinuities for softening solids
    • Wells G.N., Sluys L.J. Application of embedded discontinuities for softening solids. Engineering Fracture Mechanics. 65:2000;263-281.
    • (2000) Engineering Fracture Mechanics , vol.65 , pp. 263-281
    • Wells, G.N.1    Sluys, L.J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.