Experimental methods for inter-module joints in modular building structures–A state-of-the-art review

AW Lacey, W Chen, H Hao - Journal of Building Engineering, 2022 - Elsevier
This paper presents a state-of-the-art review of the experimental methods for inter-module
joints (IMJs) in modular buildings. For the structural response, three levels of study are …

Initial stiffness and plastic resistance of bolted stainless steel T-stubs in tension

HX Yuan, JD Gao, M Theofanous, L Yang… - … of Constructional Steel …, 2020 - Elsevier
Building upon a previous investigation, this study reports a total of 13 experimental tests on
austenitic and duplex stainless steel T-stubs subject to monotonic loading. The structural …

[HTML][HTML] Behaviour and design of duplex stainless steel bolted connections failing in block shear

Y Song, XM Lin, MCH Yam, K Ke, J Wang - Engineering Structures, 2024 - Elsevier
Duplex stainless steel (DSS) is an emerging construction material for structural engineering,
which is featured with high mechanical strength and superior corrosion resistance …

Hysteretic performance of stainless steel double extended end-plate beam-to-column joints subject to cyclic loading

JD Gao, XX Du, HX Yuan, M Theofanous - Thin-Walled Structures, 2021 - Elsevier
This paper focuses on the hysteretic performance of stainless steel beam-to-column joints
with double extended end-plate connections under cyclic loading. Six full-scale joint …

Structural behaviour of stainless steel double extended end-plate beam-to-column joints under monotonic loading

JD Gao, HX Yuan, XX Du, XB Hu, M Theofanous - Thin-Walled Structures, 2020 - Elsevier
The structural behaviour of beam-to-column joints with double extended end-plate
connections is experimentally and numerically investigated in this paper. Two stainless steel …

Enhanced progressive collapse resistance of bolted beam-to-column connections with ductile stainless steel components

Y Song, MCH Yam, J Wang - Engineering Structures, 2023 - Elsevier
With the use of ductile stainless steel bolts and hot-rolled sections/plates as critical
connection components, the progressive collapse resistance of bolted beam-to-column …

Numerical and analytical study of stainless steel beam-to-column extended end-plate connections

MM Eladly, BW Schafer - Engineering Structures, 2021 - Elsevier
Based on a shell finite element modeling protocol developed and verified by the first author
in a previous study, a comprehensive investigation on stainless steel extended end-plate …

Experimental study on stainless steel blind bolted T-stub to square hollow section connections

YL Li, XL Zhao - Thin-Walled Structures, 2021 - Elsevier
This paper presents an experimental study on blind bolted T-stub to square hollow section
(SHS) connections made by stainless steel. Experiments were conducted to investigate the …

Structural behaviour and design of stainless steel end-plate beam-to-exterior column minor-axis joints

JD Gao, HX Yuan, H Qian, XW Chen - Thin-Walled Structures, 2022 - Elsevier
The structural behaviour of stainless steel end-plate minor-axis joints of I-section columns is
investigated through comprehensive experimental and numerical studies. Four stainless …

[PDF][PDF] Ultimate behaviour and rotation capacity of stainless steel end-plate connections

Y Song, B Uy, D Li, J Wang - Steel Compos. Struct, 2022 - researchgate.net
This paper presents a combined experimental and numerical study on stainless steel end-
plate connections, with an emphasis placed on their ultimate behaviour and rotation …