[HTML][HTML] Blast loads induced responses of RC structural members: State-of-the-art review

C Zhang, G Gholipour, AA Mousavi - Composites Part B: Engineering, 2020 - Elsevier
With increasing terrorist attacks in recent years, many researchers paid special attention to
investigate the responses and failure behaviors of reinforced concrete (RC) structures …

Experimental investigation of design and retrofit methods for blast load mitigation–A state-of-the-art review

H Draganić, G Gazić, D Varevac - Engineering Structures, 2019 - Elsevier
The number of intentional and unintentional explosions is constantly increasing worldwide.
Owing to increasing threat, the need for safer structures is of utmost importance. This paper …

Failure analysis of underground concrete silo under near-field soil explosion

X Huang, Y Yue, B Zhu, Y Chen - Tunnelling and Underground Space …, 2024 - Elsevier
The underground concrete silo is commonly constructed severing as vertical transport
passages in mining and emergency exits for buried structures like tunnels, which, however …

A comparative performance of columns: reinforced concrete, composite, and composite with partial C-FRP wrap** under contact blast

R Tahzeeb, M Alam, SM Muddassir - Materials Today: Proceedings, 2022 - Elsevier
Damage to government buildings, iconic structures, and monuments from blast incidence of
global terrorism and accidental explosions are perpetually attracting the attention of …

Numerical study on the behavior of utility tunnel subjected to ground surface explosion

H Qian, Z Zong, C Wu, J Li, L Gan - Thin-Walled Structures, 2021 - Elsevier
Over the past few decades, underground utility tunnels have become increasingly popular in
many countries, especially in North America and China. Utility tunnels host multiple services' …

Damage evaluation of H-section steel columns under impulsive blast loads via gene expression programming

M Momeni, MA Hadianfard, C Bedon, A Baghlani - Engineering Structures, 2020 - Elsevier
Increasing terrorist attacks towards ordinary or strategic buildings and soft targets represent
one of the major impetus to improve existing methods of design for blast-resistant structures …

A novel hybrid monopile foundation for offshore wind turbines

H Ma, J Yang - Ocean engineering, 2020 - Elsevier
This paper presents a hybrid monopile foundation for offshore wind turbines. It is an ultra-
high performance concrete-filled double skin steel tubular structure (CFDST) used as a …

Experimental and numerical investigation of G-UHPC based novel multi-layer protective slabs under contact explosions

S Xu, P Yuan, J Liu, X Yu, Y Hao, F Hu, Y Su - Engineering Failure Analysis, 2022 - Elsevier
Geopolymer based ultra-high performance concrete (G-UHPC) has been recognized as a
'eco-friendly'form of ultra-high performance concrete owing to its beneficial characteristics …

Post-blast performance and residual capacity of CFDST columns subjected to contact explosions

M Li, Z Zong, H Hao, X Zhang, J Lin, Y Liao - Journal of Constructional …, 2020 - Elsevier
Contact detonations, even with a small charge weight, could cause severe damage to
structural columns and result in devastating consequences, associate with significant …

Experimental study on square concrete-filled double skin steel tubular short columns

Z Guo, Y Chen, Y Wang, M Jiang - Thin-Walled Structures, 2020 - Elsevier
Concrete-filled double skin steel tubular (CFDST) columns have been increasingly applied
in the fields of bridge and building construction due to their superior structural performance …