Review on the modelling of joint behaviour in steel frames

C Díaz, P Martí, M Victoria, OM Querin - Journal of constructional steel …, 2011 - Elsevier
Steel portal frames were traditionally designed assuming that beam-to-column joints are
ideally pinned or fully rigid. This simplifies the analysis and structural design processes, but …

A state-of-the-art review on experimental investigation and finite element analysis on structural behaviour of fibre reinforced polymer reinforced concrete beams

BA Solahuddin, FM Yahaya - Heliyon, 2023 - cell.com
Fibre reinforced polymer (FRP) composite is a useful material. It has been utilised to
enhance the structural behaviour of reinforced concrete beams (RCB). It is also crucial to …

Experimental tests of different types of bolted steel beam–column joints under a central-column-removal scenario

B Yang, KH Tan - Engineering Structures, 2013 - Elsevier
Several structural collapse incidents indicate that failure usually started from beam–column
joints when exposed to abnormal loads. If the connections are sufficiently robust and there is …

ABAQUS modeling for post-tensioned reinforced concrete beams

SH Lee, A Abolmaali, KJ Shin, HD Lee - Journal of Building Engineering, 2020 - Elsevier
Finite element analysis (FEA) using ABAQUS software was performed to investigate the
behavior of post-tensioned concrete beams. This study is an attempt to examine the …

[图书][B] Performance-based fire engineering of structures

Y Wang, I Burgess, F Wald, M Gillie - 2012 - books.google.com
Major events—notably the Broadgate fire in London, New York's World Trade Center
collapse, and the Windsor Tower fire in Madrid—as well as the enlightening studies at the …

Numerical analyses of steel beam–column joints subjected to catenary action

B Yang, KH Tan - Journal of Constructional Steel Research, 2012 - Elsevier
This paper presents the numerical results of 6 beam–column joint tests using six types of
connections: web cleat, fin plate, top and seat with web angles (TSWA)(8mm thick angle) …

FE model of beam-to-column extended end-plate joints

C Díaz, M Victoria, P Martí, OM Querin - Journal of Constructional Steel …, 2011 - Elsevier
The rotational behaviour of steel end-plate connections can be studied using the finite
element method for the following three reasons: 1) such models are inexpensive and robust; …

Round-ended concrete-filled steel tube columns under impact loading: Test, numerical analysis and design method

H Zhao, S Mei, R Wang, X Yang, D Lam, W Chen - Thin-Walled Structures, 2023 - Elsevier
This paper reports experimental and numerical investigations on the behaviours of round-
ended concrete filled steel tube (RE-CFST) columns under combined pre-axial and impact …

Behaviour of seismically damaged extended stiffened end-plate joints at elevated temperature

R Tartaglia, M D'Aniello, F Wald - Engineering Structures, 2021 - Elsevier
The mechanical features of beam-to-column joints may highly affect the resistance of steel
structures at elevated temperature. Therefore, the behaviour of steel joints under elevated …

Behaviour of stainless and high strength steel bolt assemblies at elevated temperatures—A review

MA Shaheen, ASJ Foster, LS Cunningham, S Afshan - Fire Safety Journal, 2020 - Elsevier
This study documents important aspects of bolt assembly performance in structural steel
connections at elevated temperatures that have not been the subject of detailed …