State of the art on the time-dependent behaviour of composite steel–concrete structures

G Ranzi, G Leoni, R Zandonini - Journal of constructional steel Research, 2013 - Elsevier
Composite steel–concrete structures represent an efficient and economical form of
construction for building and bridge applications. This paper presents the current state of the …

Time-dependent behaviour of composite beams with blind bolts under sustained loads

H Ban, B Uy, SW Pathirana, I Henderson… - … of Constructional Steel …, 2015 - Elsevier
The use of blind bolts in steel–concrete composite beams is beneficial for promoting
sustainable design and for retrofitting existing steel structures. This paper presents an …

A review on long‐term behaviour of steel‐concrete composite structures

Y Wang, M Khan, D Li, B Uy, HT Thai, T Ngo - ce/papers, 2023 - Wiley Online Library
The exceptional structural performance of steel‐concrete composite structures, which
harness the advantages of both steel and concrete, has garnered considerable attention …

Full-scale long-term and ultimate experiments of simply-supported composite beams with steel deck

S Al-deen, G Ranzi, Z Vrcelj - Journal of Constructional Steel Research, 2011 - Elsevier
This paper presents the details of an experimental study carried out on two full-scale simply-
supported composite steel–concrete beams to investigate their long-term behaviour and …

Optimization of steel-concrete composite beams considering cost and environmental impact

AF Tormen, ZMC Pravia, FB Ramires… - Steel and Composite …, 2020 - dbpia.co.kr
In the optimized structure sizing, the optimization methods are inserted in this context in
order to obtain satisfactory solutions, which can provide more economical structures …

Full-scale long-term experiments of simply supported composite beams with solid slabs

S Al-deen, G Ranzi, Z Vrcelj - Journal of Constructional Steel Research, 2011 - Elsevier
This paper presents an experimental study aimed at the evaluation of the long-term
behaviour of composite steel–concrete beams designed with partial shear connection …

Experimental investigation and design of corroded stud shear connectors

J Chen, Y Zhao, L Wu, W Jin - Advances in Structural …, 2016 - journals.sagepub.com
In this study, the effect of corrosion on the static behavior of stud shear connectors was
investigated. Two series of push test specimens having different stud diameters were …

Numerical simulation of concrete creep behaviour using integral creep algorithm with alternating stresses

R Liu, H Ye, Y Liu, H Zhao, JAFO Correia, H Xin - Structures, 2021 - Elsevier
To investigate the accuracy of commonly used algorithms for prediction of creep and
shrinkage effects in concrete structures, a comparative study is carried out using the finite …

Experimental study on steel-concrete composite beams with Uplift-restricted and slip-permitted screw-type (URSP-S) connectors

L Duan, H Chen, X Nie, S Han - Steel and Composite Structures, An …, 2020 - dbpia.co.kr
In steel-concrete composite beams, to improve the cracking resistance of the concrete slab
in the hogging moment region, a new type of connector in the interface, named uplift …

Fatigue analysis of crumble rubber concrete-steel composite beams based on XFEM

Q Han, G Yang, J Xu, YH Wang - Steel and Composite Structures, An …, 2017 - dbpia.co.kr
The fatigue fracture of studs is the main reason for failure of composite beams based on
massive engineering practices. Hence, studying the laws of cracks initiation and …