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Volumn 54, Issue 2, 2000, Pages 227-244

Three-dimensional finite element analysis of double angle connections under tension and shear

Author keywords

Double angle connections; Finite element method; Inelastic; Shear loads; Tensile loads; Three dimensional

Indexed keywords

COLUMNS (STRUCTURAL); COMPUTER SIMULATION; CONNECTORS (STRUCTURAL); ELASTOPLASTICITY; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; SHEAR STRESS; STEEL TESTING; STRESS CONCENTRATION; STRUCTURAL ANALYSIS; STRUCTURAL LOADS; TENSILE STRESS;

EID: 0033893541     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(99)00048-6     Document Type: Article
Times cited : (45)

References (45)
  • 1
    • 0024668027 scopus 로고
    • Cyclic behavior of double angle connections
    • Astaneh A., Nader M., Malik L. Cyclic behavior of double angle connections. J. Struct. Engng. 115:1989;1101-1118.
    • (1989) J. Struct. Engng , vol.115 , pp. 1101-1118
    • Astaneh, A.1    Nader, M.2    Malik, L.3
  • 2
    • 0028255154 scopus 로고
    • Modeling of cyclic moment-rotation response of double-angle connections
    • De Stefano M., de Luca A., Astaneh-Asl A. Modeling of cyclic moment-rotation response of double-angle connections. J. Struct. Engng. 120:1994;212-229.
    • (1994) J. Struct. Engng , vol.120 , pp. 212-229
    • De Stefano, M.1    De Luca, A.2    Astaneh-Asl, A.3
  • 4
    • 0027111218 scopus 로고
    • The robustness of simple connections
    • Owens G.W., Moore D.B. The robustness of simple connections. Struct. Eng. 70:1992;37-46.
    • (1992) Struct. Eng. , vol.70 , pp. 37-46
    • Owens, G.W.1    Moore, D.B.2
  • 5
    • 0001920771 scopus 로고
    • Behavior of riveted and bolted beam-to-column connections
    • Munse W.H., Bell W.G., Chesson E. Jr. Behavior of riveted and bolted beam-to-column connections. J. Struct. Div. ASCE. 85(ST3):1959;29-50.
    • (1959) J. Struct. Div. ASCE , vol.85 , Issue.ST3 , pp. 29-50
    • Munse, W.H.1    Bell, W.G.2    Chesson E., Jr.3
  • 6
    • 0040985786 scopus 로고
    • Restraint characteristics of flexible and bolted beam-to-column connections
    • Engineering Experiment Station, University of Illinois
    • Lewitt CW, Chesson E Jr, Munse WH. Restraint characteristics of flexible and bolted beam-to-column connections. Bulletin number 500, Engineering Experiment Station, University of Illinois, 1969.
    • (1969) Bulletin Number 500
    • Lewitt, C.W.1    Chesson E., Jr.2    Munse, W.H.3
  • 11
    • 0026375959 scopus 로고
    • Axial force-displacement behavior of steel double angles
    • De Stefano M., Astaneh A. Axial force-displacement behavior of steel double angles. J. Construct. Steel Res. 20:1991;161-181.
    • (1991) J. Construct. Steel Res. , vol.20 , pp. 161-181
    • De Stefano, M.1    Astaneh, A.2
  • 12
    • 0003531649 scopus 로고
    • Behavior and modeling of double angle connections subjected to axial loads
    • Structural Stability Research Council, Bethlehem, Pennsylvania
    • De Stefano M, Astaneh A, de Luca A, Ho I. Behavior and modeling of double angle connections subjected to axial loads. Proceedings of the SSRC Annual Technical Session, Structural Stability Research Council, Bethlehem, Pennsylvania, 1991:323-34.
    • (1991) Proceedings of the SSRC Annual Technical Session , pp. 323-334
    • De Stefano, M.1    Astaneh, A.2    De Luca, A.3    Ho, I.4
  • 13
    • 0027306328 scopus 로고
    • Behavior and design of angle connections subjected to cyclic axial force and shear
    • A.H.-S. Ang, Villaverde R. New York: ASCE
    • Astaneh-Asl A., Ho I. Behavior and design of angle connections subjected to cyclic axial force and shear. Ang A.H.-S., Villaverde R. Structural engineering in natural hazards mitigation. 2:1993;1232-1237 ASCE, New York.
    • (1993) Structural Engineering in Natural Hazards Mitigation , vol.2 , pp. 1232-1237
    • Astaneh-Asl, A.1    Ho, I.2
  • 14
    • 0039802288 scopus 로고    scopus 로고
    • Bolted double angle connections in combined shear and tension
    • American Institute of Steel Construction, Chicago, 8/1-8/15
    • Guravich S, Dawe JL. Bolted double angle connections in combined shear and tension. In: Proceedings of the AISC National Steel Construction Congress, American Institute of Steel Construction, Chicago, 1998:8/1-8/15.
    • (1998) In: Proceedings of the AISC National Steel Construction Congress
    • Guravich, S.1    Dawe, J.L.2
  • 19
    • 0016551241 scopus 로고
    • Analysis of flexibly connected steel frames
    • Frye M.J., Morris G.A. Analysis of flexibly connected steel frames. Can. J. Civil Engng. 2:1975;280-291.
    • (1975) Can. J. Civil Engng , vol.2 , pp. 280-291
    • Frye, M.J.1    Morris, G.A.2
  • 20
    • 0020748021 scopus 로고
    • Coupled moment-axial force behavior in bolted joints
    • Wales M.W., Rossow E.C. Coupled moment-axial force behavior in bolted joints. J. Struct. Engng. 109:1983;1250-1266.
    • (1983) J. Struct. Engng , vol.109 , pp. 1250-1266
    • Wales, M.W.1    Rossow, E.C.2
  • 21
    • 0021442032 scopus 로고
    • Analysis of three-dimensional frames with flexible beam-column connections
    • Ang K.M., Morris G.A. Analysis of three-dimensional frames with flexible beam-column connections. Can. J. Civil Engng. 11:1984;245-254.
    • (1984) Can. J. Civil Engng , vol.11 , pp. 245-254
    • Ang, K.M.1    Morris, G.A.2
  • 22
    • 38249029986 scopus 로고
    • Derived moment rotation curves for double framing angles
    • Richard R.M., Hsia W.K., Chmielowiec M. Derived moment rotation curves for double framing angles. Comput. Struct. 30:1988;485-494.
    • (1988) Comput. Struct. , vol.30 , pp. 485-494
    • Richard, R.M.1    Hsia, W.K.2    Chmielowiec, M.3
  • 24
    • 84930130268 scopus 로고
    • Moment-rotation relations of semirigid connections with angles
    • Kishi N., Chen W.F. Moment-rotation relations of semirigid connections with angles. J. Struct. Engng. 116:1990;1813-1834.
    • (1990) J. Struct. Engng , vol.116 , pp. 1813-1834
    • Kishi, N.1    Chen, W.F.2
  • 25
    • 46149151592 scopus 로고    scopus 로고
    • Strength and ductility requirements for simple shear connections with shear and axial load
    • American Institute of Steel Construction, Chicago, 38/1-38/17
    • Thornton WA. Strength and ductility requirements for simple shear connections with shear and axial load. In: Proceedings of the AISC National Steel Construction Conference, American Institute of Steel Construction, Chicago, 1997:38/1-38/17.
    • (1997) In: Proceedings of the AISC National Steel Construction Conference
    • Thornton, W.A.1
  • 26
    • 0016986757 scopus 로고
    • Correlation between 2- And 3-dimensional finite element analysis of steel bolted end-plate connections
    • Krishnamurthy N., Graddy D.E. Correlation between 2- and 3-dimensional finite element analysis of steel bolted end-plate connections. Comput. Struct. 6:1976;381-389.
    • (1976) Comput. Struct. , vol.6 , pp. 381-389
    • Krishnamurthy, N.1    Graddy, D.E.2
  • 28
    • 0018429582 scopus 로고
    • Modelling and prediction of steel bolted connection behaviour
    • Krishnamurthy N. Modelling and prediction of steel bolted connection behaviour. Comput. Struct. 11:1980;75-82.
    • (1980) Comput. Struct. , vol.11 , pp. 75-82
    • Krishnamurthy, N.1
  • 29
    • 0040394775 scopus 로고
    • Bolt head and weld effects in steel connection behavior
    • J.H. et al. Howlett. New York: Wiley
    • Krishnamurthy N., Oswalt R.E. Bolt head and weld effects in steel connection behavior. Howlett J.H.et al. Joints in structural steelwork. 1981;2.158-2.176 Wiley, New York.
    • (1981) Joints in Structural Steelwork , pp. 2158-2176
    • Krishnamurthy, N.1    Oswalt, R.E.2
  • 30
    • 0020502497 scopus 로고
    • Analytical models for steel connections
    • W.J. Hall, & M.P. Gaus. New York: American Society of Civil Engineers
    • Richard R.M., Rabern D.A., Hormby D.E., Williams G.C. Analytical models for steel connections. Hall W.J., Gaus M.P. Behavior of metal structures. 1983;128-155 American Society of Civil Engineers, New York.
    • (1983) Behavior of Metal Structures , pp. 128-155
    • Richard, R.M.1    Rabern, D.A.2    Hormby, D.E.3    Williams, G.C.4
  • 31
    • 0021477387 scopus 로고
    • Nonlinear analysis of steel moment connections
    • Patel K.V., Chen W.F. Nonlinear analysis of steel moment connections. J. Struct. Engng. 110:1984;1861-1874.
    • (1984) J. Struct. Engng , vol.110 , pp. 1861-1874
    • Patel, K.V.1    Chen, W.F.2
  • 32
    • 0022709720 scopus 로고
    • Moment-transmitting endplate connections in steel construction, and a proposed basis for flush endplate design
    • Jenkins W.M., Tong C.S., Prescott A.T. Moment-transmitting endplate connections in steel construction, and a proposed basis for flush endplate design. Struct. Eng. 64A:1986;121-132.
    • (1986) Struct. Eng. , vol.64 , pp. 121-132
    • Jenkins, W.M.1    Tong, C.S.2    Prescott, A.T.3
  • 33
    • 17144447704 scopus 로고
    • Analysis of large bracing connection designs for heavy construction
    • American Institute of Steel Construction, Chicago, 31/1-31/24
    • Richard RM. Analysis of large bracing connection designs for heavy construction. In: Proceedings of the AISC National Engineering Conference, American Institute of Steel Construction, Chicago, 1986:31/1-31/24.
    • (1986) In: Proceedings of the AISC National Engineering Conference
    • Richard, R.M.1
  • 35
    • 0024900138 scopus 로고
    • Finite element modeling of large capacity stiffened steel tee-hanger connections
    • Kukreti A.R., Murray T.M., Ghassemieh M. Finite element modeling of large capacity stiffened steel tee-hanger connections. Comput. Struct. 32:1989;409-422.
    • (1989) Comput. Struct. , vol.32 , pp. 409-422
    • Kukreti, A.R.1    Murray, T.M.2    Ghassemieh, M.3
  • 36
    • 0026839853 scopus 로고
    • Non-linear three-dimensional finite element contact analysis of bolted connections in steel frames
    • Rothert H., Gebbeken N., Binder B. Non-linear three-dimensional finite element contact analysis of bolted connections in steel frames. Int. J. Num. Meth. Engng. 34:1992;303-318.
    • (1992) Int. J. Num. Meth. Engng , vol.34 , pp. 303-318
    • Rothert, H.1    Gebbeken, N.2    Binder, B.3
  • 38
    • 0028763001 scopus 로고
    • Computer modelling of an extended end-plate bolted connection
    • Bahaari M.R., Sherbourne A.N. Computer modelling of an extended end-plate bolted connection. Comput. Struct. 52:1994;879-893.
    • (1994) Comput. Struct. , vol.52 , pp. 879-893
    • Bahaari, M.R.1    Sherbourne, A.N.2
  • 39
    • 0028547628 scopus 로고
    • 3D simulation of end-plate bolted connections
    • Sherbourne A.N., Bahaari M.R. 3D simulation of end-plate bolted connections. J. Struct. Engng. 120:1994;3122-3136.
    • (1994) J. Struct. Engng , vol.120 , pp. 3122-3136
    • Sherbourne, A.N.1    Bahaari, M.R.2
  • 40
    • 8344247003 scopus 로고
    • A finite element model for the rotational behavior of end plate steel connections
    • Structural Stability Research Council, Bethlehem, Pennsylvania
    • Bursi OS, Leonelli L. A finite element model for the rotational behavior of end plate steel connections. Proceedings of the SSRC Annual Technical Session, Structural Stability Research Council, Bethlehem, Pennsylvania, 1994:163-75.
    • (1994) Proceedings of the SSRC Annual Technical Session , pp. 163-175
    • Bursi, O.S.1    Leonelli, L.2
  • 43
    • 0031177032 scopus 로고    scopus 로고
    • Benchmarks for finite element modelling of bolted steel connections
    • Bursi O.S., Jaspart J.P. Benchmarks for finite element modelling of bolted steel connections. J. Construct. Steel Res. 42:1997;17-42.
    • (1997) J. Construct. Steel Res. , vol.42 , pp. 17-42
    • Bursi, O.S.1    Jaspart, J.P.2
  • 44
    • 0031373644 scopus 로고    scopus 로고
    • Calibration of a finite element model for isolated bolted end-plate steel connections
    • Bursi O.S., Jaspart J.P. Calibration of a finite element model for isolated bolted end-plate steel connections. J. Construct. Steel Res. 42:1997;225-262.
    • (1997) J. Construct. Steel Res. , vol.42 , pp. 225-262
    • Bursi, O.S.1    Jaspart, J.P.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.