Deep learning‐based bolt loosening detection for wind turbine towers

X Yang, Y Gao, C Fang, Y Zheng… - Structural Control and …, 2022 - Wiley Online Library
Bolt loosening is a critical factor that triggers collapse of wind turbine tower structures, and a
fast and accurate bolt loosening detection is of significant importance. This paper proposes …

Block shear performance of double-line bolted S690 steel angles under uniaxial tension

K Ke, M Zhang, MCH Yam, ACC Lam, J Wang… - Thin-Walled …, 2022 - Elsevier
We investigated the block shear performance of 16 steel angle specimens connected by
double-line bolts. Among these specimens, 10 were made of S690 high-strength steel and 6 …

Behaviour and strength of bolted connections failing in shear

MD Elliott, LH Teh, A Ahmed - Journal of constructional steel research, 2019 - Elsevier
This paper investigates the behaviour and strength of structural steel bolted connections
whose failure modes involve shear yielding and/or fracture. Such failure modes include the …

Simulation of block shear fracture in bolted connections

H Wen, H Mahmoud - Journal of Constructional Steel Research, 2017 - Elsevier
Block shear failure in bolted connections is a complex failure mode in steel connections. The
complexity of this failure is due to the varying stress-state conditions along the failure path …

Net section resistance of bolted S690 steel angles subjected to tension

MCH Yam, K Ke, B Jiang, ACC Lam - Thin-Walled Structures, 2020 - Elsevier
Net section rupture is a common failure mode of bolted tension members. In particular, the
net section capacity of tension angle is significantly affected by the effect of shear lag. This …

Block shear failure of S275 and S690 steel angles with single-line bolted connections

B Jiang, MCH Yam, K Ke, ACC Lam, Q Zhao - Journal of Constructional …, 2020 - Elsevier
Block shear is a common failure mode for bolted-steel shear connections. However, limited
research has been conducted on the block shear failure of bolted high-strength steel (HSS) …

Local failures of coped steel beams—A state-of-the-art review

MCH Yam, C Fang, ACC Lam, JJR Cheng - Journal of Constructional Steel …, 2014 - Elsevier
Coped (notched) steel beams are widely used in steel frame structures. A state-of-the-art
review on local failures of coped steel beams is presented with the main aim of providing a …

Effective shear plane model for tearout and block shear failure of bolted connections

LH Teh, GG Deierlein - Engineering Journal, 2017 - ej.aisc.org
In spite of many revisions to the block shear requirements of the AISC Specification, the
model in the current Specification can result in calculated strengths and failure modes that …

Reinforcing strategies of CFRP plate for coped steel beams against local buckling

CC Lam, Y Zhang, J Gu, J Cai - Engineering Structures, 2023 - Elsevier
Coped steel beams have been commonly adopted in steel frame structure construction, but
the existence of coped regions severely limits the ultimate load carrying capacity and will …

Buckling and post-buckling behavior of top flange coped I-beams with slender web panels

A Ghadami, A Jawdhari, G PourMoosavi - Thin-Walled Structures, 2024 - Elsevier
In this work, a comprehensive parametric study, based on a robust finite element analysis
validated by existing experimental results, was conducted to investigate the effects of plate …