Mechanics of shear resistance in steel plate girder: critical review
DR Hingnekar, AY Vyavahare - Journal of Structural Engineering, 2020 - ascelibrary.org
This paper highlights the challenges before researchers who are working to understand the
postbuckling mechanics of a stiffened web panel, design of transverse stiffener, mechanics …
postbuckling mechanics of a stiffened web panel, design of transverse stiffener, mechanics …
Experimental evaluation of shear buckling behaviors and strength of locally corroded web
IT Kim, MJ Lee, JH Ahn, S Kainuma - Journal of Constructional Steel …, 2013 - Elsevier
In this study, shear loading tests on plate girder specimens were conducted to evaluate the
shear behaviors of locally corroded web panels, including their critical shear buckling loads …
shear behaviors of locally corroded web panels, including their critical shear buckling loads …
Effects of cladding ratio on shear resistance of stainless–clad bimetallic steel plate girder: Numerical analyses and design recommendations
J Hua, M Jiang, X Xue, N Wang, Y Sun - Structures, 2024 - Elsevier
The cladding ratio brings noteworthy influence on the monotonic stress–strain properties of
stainless-clad bimetallic steel (SBS), which obviously influences the resistance capacity of …
stainless-clad bimetallic steel (SBS), which obviously influences the resistance capacity of …
Shear behavior of steel plate girders considering variations in geometrical properties
A Ghadami, V Broujerdian - Journal of Constructional Steel Research, 2019 - Elsevier
This paper presents equations to determine the ultimate shear strength reduction factor of
web plate in steel plate girders due to initial imperfection. The proposed equations are …
web plate in steel plate girders due to initial imperfection. The proposed equations are …
machine learning-aided prediction of post-fire shear resistance reduction of Q690 HSS plate girders
G Liu, J Liu, N Wang, X Xue, Y Tan - Buildings, 2022 - mdpi.com
Fire has significant effects on the residual resistance of steel structures. It is necessary to
accurately clarify its effects on Q690 HSS plate girders, which have been widely used. In this …
accurately clarify its effects on Q690 HSS plate girders, which have been widely used. In this …
Shear failure behaviors of a web panel with local corrosion depending on web boundary conditions
JH Ahn, S Kainuma, IT Kim - Thin-Walled Structures, 2013 - Elsevier
In this study, the shear buckling behavior and shear failure mode of a locally corroded web
were examined using nonlinear FE analysis, depending on the corroded web and web …
were examined using nonlinear FE analysis, depending on the corroded web and web …
Numerical investigation on ultimate shear strength of long steel plate girder web panels at high temperatures
In this article, elastic shear buckling and ultimate shear strength of long steel plate girder
web panels subjected to pure shear loading are investigated at both ambient and elevated …
web panels subjected to pure shear loading are investigated at both ambient and elevated …
Residual ultimate strength of open box girders with cracked damage
G Shi, D Wang - Ocean Engineering, 2012 - Elsevier
In this paper, the ultimate strength of open box girders with crack damage subjected to pure
torque, compressive force, bending moment and combined loads is investigated using a …
torque, compressive force, bending moment and combined loads is investigated using a …
Shear design curves of unstiffened plate girder web panels at high temperatures
Owing to the lack of an analytical research on the evaluation of mode change of web panels
in addition to the need for shear design curves of unstiffened plate girder web panels …
in addition to the need for shear design curves of unstiffened plate girder web panels …
Ultimate shear strength of steel plate girders at normal and fire conditions
Shear buckling resistance is one of the most important load cases to be considered when
designing steel plate girders with slender cross-sections. However, there is a lack of …
designing steel plate girders with slender cross-sections. However, there is a lack of …