Research graph
References from State-of-the-art review on hybrid steel I-sections: Focus on girders with insights into columns. Local targets link to admitted publications; unresolved targets remain external evidence.
A study on plastic deformation behavior of H-shaped hybrid beam-columns
10.3130/aijs.59.139_2 · 1994 · External reference
Study on deformation capacity improvement of the steel frame with total collapse mechanism using high strength steels
10.3130/aijs.81.1143 · 2016 · External reference
Aseismatic performance of hybrid steel column consists of high strength steel flange and conventional steel web
10.3130/aijs.82.1461 · 2017 · External reference
Research on hybrid plate girders
1962 · External reference
Economy of high strength steel structural members
10.1061/taceat.0008791 · 1963 · External reference
Behavior of hybrid beams subjected to static loads
10.1061/jsdeag.0001109 · 1964 · External reference
Unresolved reference
1967 · External reference
Unresolved reference
1967 · External reference
Design of hybrid steel beams
10.1061/jsdeag.0001973 · 1968 · External reference
Application of hybrid beam to actual bridge - its economics and the construction of Araibashi Bridge
1975 · External reference
Competitive Swedish composite bridges
2002 · External reference
The evolution of best practices with high performance steel for bridges
2003 · External reference
Unresolved reference
2008 · External reference
Unresolved reference
External reference
Research and application of uncoated weathering steel bridge in China mainland
2021 · External reference
Hybrid steel girders: Review, advantages and new horizons in research and applications
10.1016/j.jcsr.2023.107976 · 2023 · External reference
Design of hybrid steel girders
10.1016/s0143-974x(03)00128-7 · 2004 · External reference
The state of the art of steel and steel concrete composite straight plate girder bridges
10.1016/j.tws.2015.01.014 · 2017 · External reference
Stub column tests of fabricated square and triangular sections utilizing very high strength steel tubes
10.1016/j.jcsr.2004.04.003 · 2004 · External reference
Finite element analysis (FEA) of fabricated square and triangular section stub columns utilizing very high strength steel tubes
10.1260/1369433042863297 · 2004 · External reference
Rational design analysis of stub columns fabricated using very high strength circular steel tubes
10.1016/j.tws.2004.07.016 · 2005 · External reference
Application of high strength and ultra-high strength steel tubes in long hybrid compressive members: Experimental and numerical investigation
10.1016/j.tws.2016.02.002 · 2016 · External reference
Experimental and numerical investigations of hybrid high strength steel welded T-section stub columns with Q690 flange and Q460 web
10.1016/j.tws.2022.109403 · 2022 · External reference
Testing, numerical modelling and design of Q690 high strength steel welded T-section stub columns
10.1016/j.engstruct.2022.114142 · 2022 · External reference
Hybrid welded T-section stub columns with Q690 flange and Q355 web: Testing, modelling and design
10.1016/j.engstruct.2022.115142 · 2023 · External reference
Flexural strength of hybrid steel I-beams based on slenderness
10.1016/j.engstruct.2015.03.029 · 2015 · External reference
Interactive buckling failure modes of hybrid steel flexural members
10.1016/j.engstruct.2016.07.001 · 2016 · External reference
Experimental Investigation on Flexural Response of Hybrid Steel Plate Girder
10.1007/s12205-017-0313-7 · 2018 · External reference
Evaluation of Rotation Capacity of I-shaped Welded Steel Plate Girders
10.1007/s13369-018-3446-1 · 2019 · External reference
Unresolved reference
1980 · External reference
Unresolved reference
1992 · External reference
Residual stress. Part 2 – Nature and origins
10.1179/026708301101510087 · 2001 · External reference
Unresolved reference
2017 · External reference
Unresolved reference
2024 · External reference
Unresolved reference
2024 · External reference
Residual stresses in welded flame-cut high strength steel H-sections
10.1016/j.jcsr.2012.07.014 · 2012 · External reference
Residual stress tests of welded Q690 high-strength steel box- and H-sections
10.1016/j.jcsr.2015.08.040 · 2015 · External reference
Residual stresses in welded I-shaped sections fabricated from Q460GJ structural steel plates
10.1016/j.jcsr.2016.03.029 · 2016 · External reference
Experimental cyclic behavior and constitutive modeling of high strength structural steels
10.1016/j.conbuildmat.2018.09.028 · 2018 · External reference
Experimental and model investigation on residual stresses in Q460GJ thick-walled I-shaped sections
10.1016/j.jcsr.2018.03.008 · 2018 · External reference
Q960 ultra-high strength steel welded box section stub columns: Residual stresses, testing, numerical modelling and design
10.1016/j.tws.2025.113894 · 2026 · External reference
Welded hybrid steel columns
1972 · External reference
Lateral-torsional buckling of high strength steel beams: Experimental resistance
10.1016/j.tws.2021.107913 · 2021 · External reference
A novel residual stress model for welded I-sections
10.1016/j.jcsr.2021.107017 · 2022 · External reference
Material properties and residual stresses of welded high strength steel and hybrid I-sections
10.1016/j.engstruct.2022.115293 · 2023 · External reference
Unresolved reference
External reference
Unresolved reference
2024 · External reference
Improved shear buckling resistance model for hybrid I-girders with slender web
10.1016/j.jcsr.2025.109899 · 2025 · External reference
Transversally stiffened plate girders subjected to patch loading. Part 1. Preliminary study
10.1016/j.jcsr.2012.06.008 · 2013 · External reference
Fatigue failure mechanisms of thin-walled hybrid plate girders
10.1051/matecconf/20179301001 · 2017 · External reference
A study on local buckling behavior of hybrid beams
10.1016/0263-8231(94)90038-8 · 1994 · External reference
Web crippling test on hybrid beams
10.1061/jsdeag.0001624 · 1967 · External reference
Shear buckling of unstiffened hybrid beams
10.1061/jsdeag.0002039 · 1968 · External reference
Unresolved reference
1970 · External reference
Fatigue strength of hybrid plate girders
10.1061/jsdeag.0002879 · 1971 · External reference
Fatigue Strength of Thin-Walled Welded Hybrid Girders in Bending
10.2207/qjjws1943.43.736 · 1974 · External reference
Buckling of welded hybrid steel I-beams
10.1061/jsdeag.0004290 · 1976 · External reference
Unresolved reference
1995 · External reference
Unresolved reference
1998 · External reference
Hybrid girders: Strength and fatigue design rules based on experimental and numerical studies
2006 · External reference
Experimental Study on Moment-Plastic Rotation Capacity of Hybrid Beams
10.1061/(asce)1084-0702(2005)10:4(490) · 2005 · External reference
Unresolved reference
2005 · External reference
Unresolved reference
2005 · External reference
Shear capacity of hybrid plate girders
10.1061/(asce)1084-0702(2007)12:5(535) · 2007 · External reference
Simplified moment redistribution of hybrid HPS 485W bridge girders in negative bending
10.1061/(asce)1084-0702(2007)12:4(456) · 2007 · External reference
Moment-rotation response of slender steel I-girders
10.1061/(asce)st.1943-541x.0000259 · 2010 · External reference
Unresolved reference
2010 · External reference
Unresolved reference
2009 · External reference
Hybrid steel plate girders subjected to patch loading. Part 2. Design proposal
10.1016/j.jcsr.2009.12.004 · 2010 · External reference
Hybrid steel plate girders subjected to patch loading. Part 1: Numerical study
10.1016/j.jcsr.2009.12.005 · 2010 · External reference
Longitudinally stiffened hybrid steel plate girders subjected to patch loading
10.1016/j.jcsr.2011.03.013 · 2011 · External reference
Hybrid steel plate girders subjected to patch loading
10.1002/stco.201200001 · 2012 · External reference
Influence of flange strength on transversally stiffened girders subjected to patch loading
10.1016/j.jcsr.2014.02.001 · 2014 · External reference
Improved design of transversally stiffened steel plate girders subjected to patch loading
10.1016/j.engstruct.2017.07.086 · 2017 · External reference
Transversally and longitudinally stiffened steel plate girders subjected to patch loading
10.1016/j.tws.2019.02.009 · 2019 · External reference
10.1201/b15684-111
10.1201/b15684-111 · External reference
Flange vertical buckling of I-shaped steel girders
10.1016/j.tws.2016.03.031 · 2016 · External reference
10.1201/9781315166605-106
10.1201/9781315166605-106 · External reference
Investigation of Ductility in Hybrid and High Strength Steel Beams
10.1007/s13296-014-2007-z · 2014 · External reference
Unresolved reference
2014 · External reference
Flexural behavior and ductility of hybrid high performance steel I-girders
10.1016/j.jcsr.2016.06.001 · 2016 · External reference
Reassessment of the lateral torsional buckling resistance of I-section members: uniform-moment studies
10.1061/(asce)st.1943-541x.0001686 · 2017 · External reference
Investigations on structural performance of hybrid stainless steel I-beams based on slenderness
10.1016/j.tws.2019.01.006 · 2019 · External reference
Structural performance of hybrid stainless steel plate girders under shear
10.1016/j.tws.2019.106214 · 2019 · External reference
Experimental and numerical investigations on the rotation capacity of high-strength steel beams
10.1061/(asce)st.1943-541x.0003038 · 2021 · External reference
Behaviour and design of high strength steel homogeneous and hybrid welded I-section beams
10.1016/j.engstruct.2022.115275 · 2023 · External reference
Parametric analysis of the flexural bearing capacity and ductility of hybrid steel I-section beams
10.1061/jsendh.steng-13123 · 2024 · External reference
Local buckling behavior of hybrid steel I-sections under uniform bending: moment-rotation characteristic
10.1061/jsendh.steng-13401 · 2024 · External reference
Design method for cross-section behavior of hybrid I-girders under uniform bending
10.1016/j.tws.2024.111847 · 2024 · External reference
Design of hybrid steel I-girders under moment gradient: Moment redistribution and cross-section behaviour
10.1016/j.tws.2025.113794 · 2025 · External reference
Moment-rotation characteristics of laterally restrained hybrid steel I-girders under moment gradient
10.1061/jsendh.steng-14557 · 2026 · External reference
Flexural behaviour of hybrid high-strength steel I-beams
2025 · External reference
Bending resistance of welded hybrid slender I-section beams
10.1016/j.jcsr.2026.110449 · 2026 · External reference
Testing, simulation and design of hybrid stainless steel girders under shear
10.1016/j.jcsr.2025.110000 · 2026 · External reference
Buckling behaviour of hybrid stainless steel girders under concentrated loading
10.1016/j.engstruct.2025.121635 · 2026 · External reference
Unresolved reference
2022 · External reference
The strength of thin plates in compression
1932 · External reference
Strength of thin steel compression flanges
10.1061/taceat.0006092 · 1947 · External reference
Strength of plate girders in bending
10.1061/jsdeag.0000684 · 1961 · External reference
Design for local buckling behaviour of welded high strength steel I-sections under bending
10.1016/j.tws.2021.108792 · 2022 · External reference
A unified approach to the elastic lateral buckling of beams
10.62913/engj.v9i3.188 · 1972 · External reference
Unresolved reference
2011 · External reference
Unresolved reference
2010 · External reference
Unresolved reference
1961 · External reference
Unresolved reference
2024 · External reference
Unresolved reference
1952 · External reference
Tentative criteria for load factor design of steel highway bridges
1969 · External reference
Strength of plate girders in shear
10.1061/jsdeag.0000697 · 1961 · External reference
Strength of plate girders under combined bending and shear
10.1061/jsdeag.0000698 · 1961 · External reference
Shear strength and moment-shear interaction in transversely stiffened steel I-girders
10.1061/(asce)0733-9445(2008)134:9(1437) · 2008 · External reference
Unresolved reference
2000 · External reference
Unresolved reference
2001 · External reference
Unresolved reference
2001 · External reference
Unresolved reference
2002 · External reference
Unresolved reference
2002 · External reference
Unresolved reference
2002 · External reference
Numerical analysis of shear behavior and resistance of horizontally curved steel I-girders
10.1016/j.engstruct.2026.122781 · 2026 · External reference
Shear buckling coefficients of plate girder web panels
10.1016/0045-7949(95)00325-8 · 1996 · External reference
Strength of plate girder web panels under pure shear
10.1061/(asce)0733-9445(1998)124:2(184) · 1998 · External reference
Experimental study on ultimate shear strength of web panels
10.1061/(asce)0733-9445(1999)125:8(838) · 1999 · External reference
Behavior of intermediate transverse stiffeners attached on web panels
10.1061/(asce)0733-9445(2002)128:3(337) · 2002 · External reference
Ultimate shear strength of long web panels
10.1016/j.jcsr.2008.01.023 · 2008 · External reference
Further insights into postbuckling of web panels. I: Review of flange anchoring mechanism
10.1061/(asce)0733-9445(2009)135:1(3) · 2009 · External reference
Further insights into postbuckling of web panels. II: Experiments and verification of new theory
10.1061/(asce)0733-9445(2009)135:1(11) · 2009 · External reference
Flexure and Shear Interaction in Steel I-Girders
10.1061/(asce)st.1943-541x.0000746 · 2013 · External reference
Design of intermediate transverse stiffeners for shear web panels
10.1016/j.engstruct.2014.05.037 · 2014 · External reference
Mechanics of web panel postbuckling behavior in shear
10.1061/(asce)0733-9445(2006)132:10(1580) · 2006 · External reference
Shear strength of unstiffened steel I-section members
10.1061/(asce)st.1943-541x.0001639 · 2017 · External reference
I-girders with unstiffened slender webs subjected by bending and shear interaction
10.1016/j.jcsr.2017.01.009 · 2017 · External reference
Structural behavior of steel-plate girders in shear: Experimental study and review of current design principles
10.1061/(asce)st.1943-541x.0002804 · 2020 · External reference
Formation of post-buckling shear mechanisms in stiffened web panels of slender steel plate girders
10.1016/j.tws.2022.110481 · 2023 · External reference
Steel I-girder geometries for enhanced stability in shear loading
10.1016/j.jcsr.2024.108906 · 2024 · External reference
Shear buckling resistance models for plate girders – Review and improvements
10.1016/j.engstruct.2024.117857 · 2024 · External reference
Shear buckling resistance models for steel plate girders - Numerical investigation
10.1016/j.engstruct.2025.120584 · 2025 · External reference
Comprehensive review of shear resistance and web stiffeners design in plate girders
10.1016/j.jcsr.2025.110166 · 2026 · External reference
Structural Health Monitoring in Incrementally Launched Steel Bridges: Patch Loading Phenomena Modeling
10.1016/j.autcon.2015.07.001 · 2015 · External reference
Resistance of I-girders to concentrated loads
10.1016/s0143-974x(96)00023-5 · 1996 · External reference
Resistance of longitudinally stiffened I-girders subjected to concentrated loads
10.1016/s0143-974x(02)00046-9 · 2003 · External reference
Behaviour of slender plate girders subjected to patch loading
10.1016/s0143-974x(97)00021-7 · 1997 · External reference
Unresolved reference
External reference
Unresolved reference
2007 · External reference
Unresolved reference
2007 · External reference
Patch loading resistance of longitudinally stiffened girders – A systematic review
10.1016/j.tws.2015.06.007 · 2015 · External reference
Statistical evaluation of the new resistance model for steel plate girders subjected to patch loading
10.1002/stco.201200002 · 2012 · External reference
Numerical analysis of curved steel plate girders subjected to patch loading
10.1016/j.engstruct.2023.117015 · 2023 · External reference
New proposal for predicting the patch loading resistance of curved steel I-girders
10.1016/j.jcsr.2025.109469 · 2025 · External reference
Transversally stiffened plate girders subjected to patch loading. Part 2. Additional numerical study and design proposal
10.1016/j.jcsr.2012.06.001 · 2013 · External reference
Design recommendations for patch loading resistance of longitudinally stiffened I-girders
10.1016/j.engstruct.2018.06.019 · 2018 · External reference
Web slenderness for longitudinally stiffened I-girders subjected to patch loading
10.1016/j.jcsr.2019.105737 · 2019 · External reference
Dependence of patch loading resistance on the stiffness of longitudinal stiffening
10.1016/j.tws.2026.115316 · 2026 · External reference
Unresolved reference
2006 · External reference
Unresolved reference
2022 · External reference
Unresolved reference
External reference
Unresolved reference
External reference
An experimental study on ultimate strength behaviour of hybrid steel plate girders
2003 · External reference
Optimization of plate girders
10.1002/stco.201410018 · 2014 · External reference
Unresolved reference
2015 · External reference
Web buckling of high-strength steel plate girders induced by bending curvature
10.1002/stco.202000015 · 2020 · External reference
Flange-induced buckling of plate girders of high strength steel
2021 · External reference
Unresolved reference
1967 · External reference
Unresolved reference
1967 · External reference
Unresolved reference
1969 · External reference
Unresolved reference
1969 · External reference
Unresolved reference
1965 · External reference
Autostress design of steel bridges
10.1061/(asce)0733-9445(1983)109:1(188) · 1983 · External reference
Unresolved reference
2022 · External reference
Unresolved reference
1996 · External reference
Unresolved reference
External reference
10.5703/1288284313475
10.5703/1288284313475 · External reference
Unresolved reference
External reference
Unresolved reference
2004 · External reference
Strength and ductility of compact-flange I-girders in negative bending
10.1016/s0143-974x(97)00079-5 · 1998 · External reference
Finite element evaluation of pier moment-rotation characteristics in continuous-span steel I-girders
10.1016/s0141-0296(97)00087-4 · 1998 · External reference
Negative bending resistance of HPS70W girders
10.1016/s0143-974x(99)00037-1 · 2000 · External reference
Recommended procedures for Simplified Inelastic Design of Steel I-Girder Bridges
10.1061/(asce)1084-0702(2004)9:3(230) · 2004 · External reference
High-performance steel bridge design and cost comparisons
10.3141/1740-05 · 2000 · External reference
Unresolved reference
1996 · External reference
High-performance steel cost comparison study
10.3141/1814-04 · 2002 · External reference
Unresolved reference
2000 · External reference
Optimization of hybrid steel plate girders
10.1016/0045-7949(87)90072-1 · 1987 · External reference
Unresolved reference
1980 · External reference
Optimum design of composite hybrid plate girders
10.1061/(asce)0733-9445(1991)117:7(2088) · 1991 · External reference
Unresolved reference
1983 · External reference
Design of composite hybrid plate girder bridges based on reliability and optimization
10.1016/0167-4730(94)90057-4 · 1994 · External reference
Manufacturing cost optimization of welded steel plate I-girders integrating hybrid construction and tapered geometry
10.1007/s00170-025-16365-2 · 2025 · External reference
Unresolved reference
2005 · External reference
Unresolved reference
2007 · External reference
Weight and cost optimization of welded high strength steel beams
10.1016/j.engstruct.2014.08.028 · 2014 · External reference
Optimizing the steel girders in a high strength steel composite bridge
10.1016/j.engstruct.2020.110981 · 2020 · External reference
Design optimization of welded steel plate girders configured as a hybrid structure
10.1016/j.jcsr.2023.108131 · 2023 · External reference
Optimized transverse-longitudinal hybrid construction for sustainable design of welded steel plate girders
10.1155/2024/5561712 · 2024 · External reference
Unresolved reference
External reference
Unresolved reference
External reference
A study on local buckling behavior of hybrid H-shaped short column
1992 · External reference
Investigations into the local buckling and postbuckling behaviour of fixed-ended hybrid I-section stub columns with slender web
10.1016/j.tws.2022.110174 · 2023 · External reference
Local buckling behaviour of high strength steel and hybrid I-sections under axial compression: Numerical modelling and design
10.1016/j.tws.2023.111079 · 2023 · External reference
Unresolved reference
2016 · External reference
Unresolved reference
2020 · External reference
Structural behaviour of hybrid stainless steel stub columns under axial compression
10.1016/j.istruc.2020.05.044 · 2020 · External reference
Ultimate behaviour of hybrid stainless steel cross-sections
10.1016/j.jcsr.2023.108081 · 2023 · External reference
Unresolved reference
2025 · External reference
Evaluation of Hybrid Strong Flange I-Sections under Compression
10.1061/jsendh.steng-15621 · 2026 · External reference
Design of Stainless Steel Homogeneous and Hybrid I-Sections Exhibiting Strong Flange Behavior
10.1061/jsendh.steng-15645 · 2026 · External reference
Extension of the DSM to welded H profile cross-sections
2013 · External reference
Carrying capacity of stainless steel columns in the low slenderness range
10.1061/(asce)st.1943-541x.0000666 · 2012 · External reference
Hybrid steel plate girders subjected to patch loading
10.1002/stco.201200001 · ExternalCitation · doi-reference
Statistical evaluation of the new resistance model for steel plate girders subjected to patch loading
10.1002/stco.201200002 · ExternalCitation · doi-reference
Optimization of plate girders
10.1002/stco.201410018 · ExternalCitation · doi-reference
Web buckling of high-strength steel plate girders induced by bending curvature
10.1002/stco.202000015 · ExternalCitation · doi-reference
Manufacturing cost optimization of welded steel plate I-girders integrating hybrid construction and tapered geometry
10.1007/s00170-025-16365-2 · ExternalCitation · doi-reference
Experimental Investigation on Flexural Response of Hybrid Steel Plate Girder
10.1007/s12205-017-0313-7 · ExternalCitation · doi-reference
Investigation of Ductility in Hybrid and High Strength Steel Beams
10.1007/s13296-014-2007-z · ExternalCitation · doi-reference
Evaluation of Rotation Capacity of I-shaped Welded Steel Plate Girders
10.1007/s13369-018-3446-1 · ExternalCitation · doi-reference
Optimization of hybrid steel plate girders
10.1016/0045-7949(87)90072-1 · ExternalCitation · doi-reference
Shear buckling coefficients of plate girder web panels
10.1016/0045-7949(95)00325-8 · ExternalCitation · doi-reference
Design of composite hybrid plate girder bridges based on reliability and optimization
10.1016/0167-4730(94)90057-4 · ExternalCitation · doi-reference
A study on local buckling behavior of hybrid beams
10.1016/0263-8231(94)90038-8 · ExternalCitation · doi-reference
Structural Health Monitoring in Incrementally Launched Steel Bridges: Patch Loading Phenomena Modeling
10.1016/j.autcon.2015.07.001 · ExternalCitation · doi-reference
Experimental cyclic behavior and constitutive modeling of high strength structural steels
10.1016/j.conbuildmat.2018.09.028 · ExternalCitation · doi-reference
Design of intermediate transverse stiffeners for shear web panels
10.1016/j.engstruct.2014.05.037 · ExternalCitation · doi-reference
Weight and cost optimization of welded high strength steel beams
10.1016/j.engstruct.2014.08.028 · ExternalCitation · doi-reference
Flexural strength of hybrid steel I-beams based on slenderness
10.1016/j.engstruct.2015.03.029 · ExternalCitation · doi-reference
Interactive buckling failure modes of hybrid steel flexural members
10.1016/j.engstruct.2016.07.001 · ExternalCitation · doi-reference
Improved design of transversally stiffened steel plate girders subjected to patch loading
10.1016/j.engstruct.2017.07.086 · ExternalCitation · doi-reference
Design recommendations for patch loading resistance of longitudinally stiffened I-girders
10.1016/j.engstruct.2018.06.019 · ExternalCitation · doi-reference
Optimizing the steel girders in a high strength steel composite bridge
10.1016/j.engstruct.2020.110981 · ExternalCitation · doi-reference
Testing, numerical modelling and design of Q690 high strength steel welded T-section stub columns
10.1016/j.engstruct.2022.114142 · ExternalCitation · doi-reference
Hybrid welded T-section stub columns with Q690 flange and Q355 web: Testing, modelling and design
10.1016/j.engstruct.2022.115142 · ExternalCitation · doi-reference
Behaviour and design of high strength steel homogeneous and hybrid welded I-section beams
10.1016/j.engstruct.2022.115275 · ExternalCitation · doi-reference
Material properties and residual stresses of welded high strength steel and hybrid I-sections
10.1016/j.engstruct.2022.115293 · ExternalCitation · doi-reference
Numerical analysis of curved steel plate girders subjected to patch loading
10.1016/j.engstruct.2023.117015 · ExternalCitation · doi-reference
Shear buckling resistance models for plate girders – Review and improvements
10.1016/j.engstruct.2024.117857 · ExternalCitation · doi-reference
Shear buckling resistance models for steel plate girders - Numerical investigation
10.1016/j.engstruct.2025.120584 · ExternalCitation · doi-reference
Buckling behaviour of hybrid stainless steel girders under concentrated loading
10.1016/j.engstruct.2025.121635 · ExternalCitation · doi-reference
Numerical analysis of shear behavior and resistance of horizontally curved steel I-girders
10.1016/j.engstruct.2026.122781 · ExternalCitation · doi-reference
Structural behaviour of hybrid stainless steel stub columns under axial compression
10.1016/j.istruc.2020.05.044 · ExternalCitation · doi-reference
Stub column tests of fabricated square and triangular sections utilizing very high strength steel tubes
10.1016/j.jcsr.2004.04.003 · ExternalCitation · doi-reference
Ultimate shear strength of long web panels
10.1016/j.jcsr.2008.01.023 · ExternalCitation · doi-reference
Hybrid steel plate girders subjected to patch loading. Part 2. Design proposal
10.1016/j.jcsr.2009.12.004 · ExternalCitation · doi-reference
Hybrid steel plate girders subjected to patch loading. Part 1: Numerical study
10.1016/j.jcsr.2009.12.005 · ExternalCitation · doi-reference
Longitudinally stiffened hybrid steel plate girders subjected to patch loading
10.1016/j.jcsr.2011.03.013 · ExternalCitation · doi-reference
Transversally stiffened plate girders subjected to patch loading. Part 2. Additional numerical study and design proposal
10.1016/j.jcsr.2012.06.001 · ExternalCitation · doi-reference
Transversally stiffened plate girders subjected to patch loading. Part 1. Preliminary study
10.1016/j.jcsr.2012.06.008 · ExternalCitation · doi-reference
Residual stresses in welded flame-cut high strength steel H-sections
10.1016/j.jcsr.2012.07.014 · ExternalCitation · doi-reference
Influence of flange strength on transversally stiffened girders subjected to patch loading
10.1016/j.jcsr.2014.02.001 · ExternalCitation · doi-reference
Residual stress tests of welded Q690 high-strength steel box- and H-sections
10.1016/j.jcsr.2015.08.040 · ExternalCitation · doi-reference
Residual stresses in welded I-shaped sections fabricated from Q460GJ structural steel plates
10.1016/j.jcsr.2016.03.029 · ExternalCitation · doi-reference
Flexural behavior and ductility of hybrid high performance steel I-girders
10.1016/j.jcsr.2016.06.001 · ExternalCitation · doi-reference
I-girders with unstiffened slender webs subjected by bending and shear interaction
10.1016/j.jcsr.2017.01.009 · ExternalCitation · doi-reference
Experimental and model investigation on residual stresses in Q460GJ thick-walled I-shaped sections
10.1016/j.jcsr.2018.03.008 · ExternalCitation · doi-reference
Web slenderness for longitudinally stiffened I-girders subjected to patch loading
10.1016/j.jcsr.2019.105737 · ExternalCitation · doi-reference
A novel residual stress model for welded I-sections
10.1016/j.jcsr.2021.107017 · ExternalCitation · doi-reference
Hybrid steel girders: Review, advantages and new horizons in research and applications
10.1016/j.jcsr.2023.107976 · ExternalCitation · doi-reference
Ultimate behaviour of hybrid stainless steel cross-sections
10.1016/j.jcsr.2023.108081 · ExternalCitation · doi-reference
Design optimization of welded steel plate girders configured as a hybrid structure
10.1016/j.jcsr.2023.108131 · ExternalCitation · doi-reference
Steel I-girder geometries for enhanced stability in shear loading
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