Design recommendations on longitudinally stiffened titanium-clad bimetallic steel plate girder

Z Luo, Y Shi, X Xue, L Xu, H Zhang - Journal of Constructional Steel …, 2023 - Elsevier
In this study, titanium-clad bimetallic steel (TCBS) was innovatively introduced into the plate
girder as a web, which enhanced the durability. The ultimate strength of a longitudinally …

Patch-loading resistance performance of stainless-clad bimetallic steel plate girders: Numerical investigations and design methods

X Xue, Y Shi, Z Luo, B Yao - Thin-Walled Structures, 2023 - Elsevier
Compared with stainless steel, stainless-clad bimetallic steel (SCBS), which comprises a
stainless steel cladding layer and a carbon steel base layer, requires a lower project cost …

Experimental and numerical investigation on patch loading capacity of longitudinally stiffened hybrid titanium-clad bimetallic steel plate girder

Z Luo, Y Shi, X Xue, T Gao - Engineering Failure Analysis, 2023 - Elsevier
Plate girders are important load-bearing components of bridge and industrial structures.
Corrosion significantly affects durability and service life of plate girders. Bimetallic steel …

Numerical study and design of ultra-high-strength steel plate girders subjected to patch loading after elevated temperature

Z Luo, Y Shi, X Xue, Y Xu, L Xu - Thin-Walled Structures, 2024 - Elsevier
When a steel structure does not collapse after a fire, it is meaningful to study its residual
resistance after exposure to elevated temperatures to evaluate its post-fire service capacity …

High-strength steel plate girders under patch loading: Numerical analysis and design recommendations

Z Luo, Y Shi, X Xue, H Li, J Xu - Structures, 2023 - Elsevier
Systematic investigations on the patch loading resistance of plate girders with different
Q460, Q550, Q690, and Q960 high-strength steels (HSSs) were numerically performed with …

Numerical Investigation and Design Suggestion on Patch-Loading Strength of Q690 High-Strength Steel Plate Girders at Elevated Temperature

Y Shi, Z Luo, X Xue, Q Ma - Fire Technology, 2024 - Springer
The patch-loading resistance behaviors of Q690 high-strength steel (HSS) plate girders at
elevated temperatures were investigated through a parametric study. The finite element (FE) …

Incremental stiffening approach for CFS built-up-beams with large imperfections: Tests and flexural-behaviour

MA Dar, SJ Fayaz, S Rather, AR Dar, I Hajirasouliha - Structures, 2023 - Elsevier
Cold-formed steel (CFS) members generally have slender cross-sections making them more
prone to geometric imperfections. The presence of different geometric imperfections with …

Serviceability limit state of incrementally launched steel bridge I-girders

M Rogač - Engineering Structures, 2024 - Elsevier
Bridge girders are subjected to repeated patch loading during incremental launching (ie
travelling over supports). Plastic deformations are likely to occur in the girder already at the …

Influence of patch load length on strengthening effect in steel plate girders

A Ceranic, M Bendic, S Kovacevic, R Salatic… - … of Constructional Steel …, 2022 - Elsevier
The present paper aims to numerically investigate the influence of patch load length related
to various geometric parameters on the patch loading resistance of steel plate girders …

Stiffening schemes for CFS built-up I-beams with large global imperfections: Capacity and behaviour

MA Dar, M Anbarasu, AR Dar, NU Islam… - Steel and Composite …, 2022 - dbpia.co.kr
Cold-formed steel (CFS) sections are thin-walled, therefore, more susceptible to different
types of geometric imperfections. Global type of geometric imperfections has a significant …