How to cite this paper
Kaushik, K., Sharma, A & Kumar, R. (2014). Modeling and FE analysis of column to beam end-plate bolted connection.Engineering Solid Mechanics, 2(1), 51-66.
Refrences
Abolmaali, A., Matthys, J. H., Farooqi, M., & Choi, Y. (2005). Development of moment–rotation model equations for flush end-plate connections. Journal of Constructional Steel Research, 61(12), 1595-1612.
ANSYS User & apos; s manual version 14.0, Swanson Analysis Systems (2012).
Bahaari, M. R., & Sherbourne, A. N. (2000). Behavior of eight-bolt large capacity endplate connections. Computers & Structures, 77(3), 315-325.
Bose, S. K., McNeice, G. M., & Sherbourne, A. N. (1972). Column webs in steel beam to column connections part I—Formulation and verification. Computers & Structures, 2(1), 253-279.
Bursi, O. S., & Jaspart, J. P. (1997). Benchmarks for finite element modelling of bolted steel connections. Journal of Constructional Steel Research, 43(1), 17-42.
Bursi, O. S., & Jaspart, J. P. (1997). Calibration of a finite element model for isolated bolted end-plate steel connections. Journal of Constructional Steel Research, 44(3), 225-262.
Bursi, O. S., & Jaspart, J. P. (1998). Basic issues in the finite element simulation of extended end plate connections. Computers & structures, 69(3), 361-382.
Butterworth, J. (1999). Finite element analysis of structural steelwork beam to column bolted connections. Constructional Research Unit, School of Science & Technology, University of Teesside, UK.
Choi, C. K., & Chung, G. T. (1996). Refined three-dimensional finite element model for end-plate connection. Journal of Structural Engineering, 122(11), 1307-1316.
Citipitioglu, A. M., Haj-Ali, R. M., & White, D. W. (2002). Refined 3D finite element modeling of partially-restrained connections including slip. Journal of constructional Steel research, 58(5), 995-1013.
Dai, X. H., Wang, Y. C., & Bailey, C. G. (2010). Numerical modelling of structural fire behaviour of restrained steel beam–column assemblies using typical joint types. Engineering Structures, 32(8), 2337-2351.
Deepak Fasteners LTD, UNBRAKO Engineering Guide-Socket Head Cap Screws, 38.
Diaz, C., Victoria, M., Mart?, P., & Querin, O. M. (2011). FE model of beam-to-column extended end-plate joints. Journal of Constructional Steel Research, 67(10), 1578-1590.
Euro code 3 (1992). Design of Steel Structures Part 1.1: General Rules and Rules for Buildings & Bridges. ENV 1993-1-1, Brussels.
Faculty of Mechanical Engineering (2002a). PSG Design Data, I.S. Designation of Steel & Al & Designation for Bolts, Screws, Nuts & Lock nuts. Reprinted Edition, 1.2, 1.24, 5.47.
Faculty of Mechanical Engineering (2002b). PSG Design Data, Standards & Standard Components, Reprinted Edition, 5.54, 5.129-130.
Gantes, C. J., & Lemonis, M. E. (2003). Influence of equivalent bolt length in finite element modeling of T-stub steel connections. Computers & structures, 81(8), 595-604.
Gupta Mohan (2006). Additional Sectional Properties of Indian Standard Tapered Flange Sections. Journal of Steel in Construction,
Ju, S. H., Fan, C. Y., & Wu, G. H. (2004). Three-dimensional finite elements of steel bolted connections. Engineering Structures, 26(3), 403-413.
Kim, J., Yoon, J. C., & Kang, B. S. (2007). Finite element analysis and modeling of structure with bolted joints. Applied Mathematical Modelling, 31(5), 895-911.
Krishnamurthy, N., & Graddy, D. E. (1976). Correlation between 2-and 3-dimensional finite element analysis of steel bolted end-plate connections. Computers & Structures, 6(4), 381-389.
Kukreti, A. R., & Zhou, F. F. (2006). Eight-bolt endplate connection and its influence on frame behavior. Engineering structures, 28(11), 1483-1493.
Maggi, Y. I., Gonçalves, R. M., Leon, R. T., & Ribeiro, L. F. L. (2005). Parametric analysis of steel bolted end plate connections using finite element modeling. Journal of Constructional Steel Research, 61(5), 689-708.
Merton-Williams Metal Company. Product Guide, Universal Beams & Columns. 6, 8.
Shi Gang, Shi Yongjiu, Chen Hong, (2014). Finite Element Analysis of Beam-Column Bolted End-Plate Connections in Steel Frames. Journal of Tsinghua University. In press
Sherbourne, A. N., & Bahaari, M. R. (1994). 3D simulation of end-plate bolted connections. Journal of Structural Engineering, 120(11), 3122-3136.
Sumner, E. A., Mays, T. W., & Murray, T. M. (2000, October). End-plate moment connections: test results and finite element method validation. In Connections in Steel Structures IV: Steel Connections in the New Millennium: Proceedings of the Fourth International Workshop (pp. 22-25).
Swanson, J. A., Kokan, D. S., & Leon, R. T. (2002). Advanced finite element modeling of bolted T-stub connection components. Journal of Constructional Steel Research, 58(5), 1015-1031.
Tagawa, H., & Gurel, S. (2005). Application of steel channels as stiffeners in bolted moment connections. Journal of Constructional Steel Research, 61(12), 1650-1671.
Pirmoz, A., Daryan, A. S., Mazaheri, A., & Darbandi, H. E. (2008). Behavior of bolted angle connections subjected to combined shear force and moment. Journal of Constructional Steel Research, 64(4), 436-446.
Pro-Engineer wildfire 5.0 Training Manual Rev B, PTC Software System (2010).
ANSYS User & apos; s manual version 14.0, Swanson Analysis Systems (2012).
Bahaari, M. R., & Sherbourne, A. N. (2000). Behavior of eight-bolt large capacity endplate connections. Computers & Structures, 77(3), 315-325.
Bose, S. K., McNeice, G. M., & Sherbourne, A. N. (1972). Column webs in steel beam to column connections part I—Formulation and verification. Computers & Structures, 2(1), 253-279.
Bursi, O. S., & Jaspart, J. P. (1997). Benchmarks for finite element modelling of bolted steel connections. Journal of Constructional Steel Research, 43(1), 17-42.
Bursi, O. S., & Jaspart, J. P. (1997). Calibration of a finite element model for isolated bolted end-plate steel connections. Journal of Constructional Steel Research, 44(3), 225-262.
Bursi, O. S., & Jaspart, J. P. (1998). Basic issues in the finite element simulation of extended end plate connections. Computers & structures, 69(3), 361-382.
Butterworth, J. (1999). Finite element analysis of structural steelwork beam to column bolted connections. Constructional Research Unit, School of Science & Technology, University of Teesside, UK.
Choi, C. K., & Chung, G. T. (1996). Refined three-dimensional finite element model for end-plate connection. Journal of Structural Engineering, 122(11), 1307-1316.
Citipitioglu, A. M., Haj-Ali, R. M., & White, D. W. (2002). Refined 3D finite element modeling of partially-restrained connections including slip. Journal of constructional Steel research, 58(5), 995-1013.
Dai, X. H., Wang, Y. C., & Bailey, C. G. (2010). Numerical modelling of structural fire behaviour of restrained steel beam–column assemblies using typical joint types. Engineering Structures, 32(8), 2337-2351.
Deepak Fasteners LTD, UNBRAKO Engineering Guide-Socket Head Cap Screws, 38.
Diaz, C., Victoria, M., Mart?, P., & Querin, O. M. (2011). FE model of beam-to-column extended end-plate joints. Journal of Constructional Steel Research, 67(10), 1578-1590.
Euro code 3 (1992). Design of Steel Structures Part 1.1: General Rules and Rules for Buildings & Bridges. ENV 1993-1-1, Brussels.
Faculty of Mechanical Engineering (2002a). PSG Design Data, I.S. Designation of Steel & Al & Designation for Bolts, Screws, Nuts & Lock nuts. Reprinted Edition, 1.2, 1.24, 5.47.
Faculty of Mechanical Engineering (2002b). PSG Design Data, Standards & Standard Components, Reprinted Edition, 5.54, 5.129-130.
Gantes, C. J., & Lemonis, M. E. (2003). Influence of equivalent bolt length in finite element modeling of T-stub steel connections. Computers & structures, 81(8), 595-604.
Gupta Mohan (2006). Additional Sectional Properties of Indian Standard Tapered Flange Sections. Journal of Steel in Construction,
Ju, S. H., Fan, C. Y., & Wu, G. H. (2004). Three-dimensional finite elements of steel bolted connections. Engineering Structures, 26(3), 403-413.
Kim, J., Yoon, J. C., & Kang, B. S. (2007). Finite element analysis and modeling of structure with bolted joints. Applied Mathematical Modelling, 31(5), 895-911.
Krishnamurthy, N., & Graddy, D. E. (1976). Correlation between 2-and 3-dimensional finite element analysis of steel bolted end-plate connections. Computers & Structures, 6(4), 381-389.
Kukreti, A. R., & Zhou, F. F. (2006). Eight-bolt endplate connection and its influence on frame behavior. Engineering structures, 28(11), 1483-1493.
Maggi, Y. I., Gonçalves, R. M., Leon, R. T., & Ribeiro, L. F. L. (2005). Parametric analysis of steel bolted end plate connections using finite element modeling. Journal of Constructional Steel Research, 61(5), 689-708.
Merton-Williams Metal Company. Product Guide, Universal Beams & Columns. 6, 8.
Shi Gang, Shi Yongjiu, Chen Hong, (2014). Finite Element Analysis of Beam-Column Bolted End-Plate Connections in Steel Frames. Journal of Tsinghua University. In press
Sherbourne, A. N., & Bahaari, M. R. (1994). 3D simulation of end-plate bolted connections. Journal of Structural Engineering, 120(11), 3122-3136.
Sumner, E. A., Mays, T. W., & Murray, T. M. (2000, October). End-plate moment connections: test results and finite element method validation. In Connections in Steel Structures IV: Steel Connections in the New Millennium: Proceedings of the Fourth International Workshop (pp. 22-25).
Swanson, J. A., Kokan, D. S., & Leon, R. T. (2002). Advanced finite element modeling of bolted T-stub connection components. Journal of Constructional Steel Research, 58(5), 1015-1031.
Tagawa, H., & Gurel, S. (2005). Application of steel channels as stiffeners in bolted moment connections. Journal of Constructional Steel Research, 61(12), 1650-1671.
Pirmoz, A., Daryan, A. S., Mazaheri, A., & Darbandi, H. E. (2008). Behavior of bolted angle connections subjected to combined shear force and moment. Journal of Constructional Steel Research, 64(4), 436-446.
Pro-Engineer wildfire 5.0 Training Manual Rev B, PTC Software System (2010).