Wilson |
1944 |
T |
First report |
Haaijer |
1961 |
T |
HSS |
Frost and Schilling |
1964 |
T and E |
Bending and shear |
SarsamSarsam, J. B. (1966). Behavior of thin web hybrid beams subjected to static loads. Master Thesis. South Dakota State University.
|
1966Sarsam, J. B. (1966). Behavior of thin web hybrid beams subjected to static loads. Master Thesis. South Dakota State University.
|
T and E |
Bending and shear |
Schilling |
1967 |
T and E |
Patch loading |
Lew and TopracLew, H. S., Toprac, A. A. (1967). Static Tests on hybrid plate girders. Center for highway research, The University of Texas, Austin, Texas.
|
1967Lew, H. S., Toprac, A. A. (1967). Static Tests on hybrid plate girders. Center for highway research, The University of Texas, Austin, Texas.
|
T and E |
Bending and shear |
Schilling |
1968 |
T |
Composite hybrid girder |
Carskaddan |
1968 |
T and E |
Shear buckling |
MaedaMaeda, Y. (1971). Additional study on static strength of hybrid plate girders in bending. ETH Library, 409-413.
|
1971Maeda, Y. (1971). Additional study on static strength of hybrid plate girders in bending. ETH Library, 409-413.
|
T and E |
Bending resistance |
Nethercot |
1976 |
T and E |
Shear buckling |
Chong |
1976 |
- |
Programming |
Adeli and Phan |
1986 |
- |
Programming |
Abuyounest and Adeli |
1987 |
- |
Programming |
Åhlenius |
1994 |
General |
Design |
AxhagAxhag, F. (1998). Plastic design of slender steel bridge girders. Doctoral Thesis. Luleå University of Technology.
|
1998Axhag, F. (1998). Plastic design of slender steel bridge girders. Doctoral Thesis. Luleå University of Technology.
|
E |
Bending resistance |
Barker and Schrage |
2000 |
Economy |
Economical advantages |
Rush |
2001 |
E |
Shear capacity |
Barker et al. |
2002 |
T |
Shear capacity |
Zentz |
2002 |
E |
Shear capacity |
Greco and EarlsGreco, N., Earls, C. J. (2003). Structural Ductility in Hybrid High Performance Steel Beams. Journal of Structural Engineering - ASCE, 1584-1595.
|
2003Greco, N., Earls, C. J. (2003). Structural Ductility in Hybrid High Performance Steel Beams. Journal of Structural Engineering - ASCE, 1584-1595.
|
T and N |
Bending resistance |
Bitar et al. |
2003 |
T, E and N |
Bending resistance |
Veljkovic and Johansson |
2004 |
Economy, N and E |
Design |
Ito et al.Ito, M., Nozaka, K., Shirosaki, T., and Yamasaki, K. (2005). Experimental Study on Moment-Plastic Rotation Capacity of Hybrid Beams. Journal of Bridge Engineering - ASCE.
|
2005Ito, M., Nozaka, K., Shirosaki, T., and Yamasaki, K. (2005). Experimental Study on Moment-Plastic Rotation Capacity of Hybrid Beams. Journal of Bridge Engineering - ASCE.
|
T, E and N |
Bending resistance |
Johansson and Collin |
2005 |
Economy |
Economical advantages |
Barker et al.Barker, M. G. (2005). Shear Tests of High Performance Steel Hybrid Girders.
|
2005Barker, M. G. (2005). Shear Tests of High Performance Steel Hybrid Girders.
|
E |
Shear capacity |
Fenkel et al.Fenkel, J. P., Rizos, D. C., and Ziehl, P. H. (2007). Structural performance and design evaluation of HPS 70W bridge girders. Journal of Constructional Steel Research, 909-921.
|
2007Fenkel, J. P., Rizos, D. C., and Ziehl, P. H. (2007). Structural performance and design evaluation of HPS 70W bridge girders. Journal of Constructional Steel Research, 909-921.
|
T, E and N |
Lateral buckling |
Barth et al. |
2007 |
N |
Bending resistance |
AzizinaminiAzizinamini, A., Hash, B., Yakel, A. J., and Farimani, R. (2007). Shear Capacity of Hybrid Plate Girders. Journal of Bridge Engineering - ASCE, 535-543.
|
2007Azizinamini, A., Hash, B., Yakel, A. J., and Farimani, R. (2007). Shear Capacity of Hybrid Plate Girders. Journal of Bridge Engineering - ASCE, 535-543.
|
E |
Shear capacity |
Projeto COMBRICOMBRI. (2008). Competitive steel and composite bridges by innovative steel-plated structures. European Commission. |
2008COMBRI. (2008). Competitive steel and composite bridges by innovative steel-plated structures. European Commission.
|
T, E and N |
Design |
Petel et al. |
2008 |
Economy |
Weight savings |
Real et al. |
2008 |
E |
Shear capacity |
Chacón et al. |
2009 |
T, E and N |
Patch loading |
Chacón et al. |
2010 |
T and N |
Patch loading |
Ajeesh |
2011 |
T |
Shear capacity |
Chacón et al. |
2011 |
T and N |
Patch loading |
Gogou |
2012 |
Economy |
Design alternatives |
Chacón et al. |
2012 |
N |
Patch loading |
Chacón et al. |
2013 |
N and E |
Patch loading |
Rojas Blonval |
2013 |
T and N |
Shear capacity |
Chacón |
2014 |
T |
State-of-the-art |
Shokouhian and Shi |
2014 |
T and N |
Bending resistance |
Shokouhian and Shi |
2015 |
T and E |
Bending resistance |
Chacón and Rojas-Blonval |
2015 |
N |
Shear capacity |
Shokouhian et al. |
2016 |
T and E |
Failure modes |
Wang et al. |
2016 |
T, E and N |
Bending resistance |
Subramanian and White |
2016 |
T and N |
Bending resistance |
Kulkarni and Gupta |
2017 |
T, E and N |
Bending resistance |
Ghadami and Broujerdian |
2018 |
T and N |
Bending resistance and shear capacity |
Shokouhian et al. |
2018 |
T and E |
Bending resistance and shear capacity |
Lalthazuala and Singh |
2019 |
N |
Bending resistance |
Biscaya et al. |
2019 |
E and N |
Bending resistance and shear capacity |
Khartode et al.Khartode, R., Nimbalkar, D., Pise, A., Pote, S., Purigosavi, S., Morkhade, S., Ahiwale, D., and Raut, K. (2020). Finite element analysis of hybrid steel welded I section using ANSYS software. Journal of Seybold Report, vol.15, pp. 3138-3146.
|
2020Khartode, R., Nimbalkar, D., Pise, A., Pote, S., Purigosavi, S., Morkhade, S., Ahiwale, D., and Raut, K. (2020). Finite element analysis of hybrid steel welded I section using ANSYS software. Journal of Seybold Report, vol.15, pp. 3138-3146.
|
N |
Bending resistance |
Khartode et al. |
2020 |
N |
Shear capacity |