Static behavior of large stud shear connectors in steel-UHPC composite structures

J Wang, J Qi, T Tong, Q Xu, H **u - Engineering Structures, 2019 - Elsevier
This paper presents an experimental study on the static behavior of large stud shear
connectors embedded in ultra-high performance concrete (UHPC). Test parameters …

Static behavior of stud shear connectors in high-strength-steel–UHPC composite beams

L Tong, L Chen, M Wen, C Xu - Engineering Structures, 2020 - Elsevier
High-strength structural steel and ultra-high-performance concrete (UHPC) are being
researched in many countries to expand their potential for wider application in civil …

Experiment and finite element analysis of bending behavior of high strength steel-UHPC composite beams

L Tong, L Chen, X Wang, J Zhu, X Shao, Z Zhao - Engineering Structures, 2022 - Elsevier
High-strength structural steel (HSS) and ultra-high-performance concrete (UHPC) are
materials countries hope to use in civil engineering construction. This study investigated the …

Experimental studies on shear behavior of steel-UHPC composite beam with hot rolled shape steel

X Zhao, X Shao, J Cao, Z Shao, R Ying-Li - Engineering Structures, 2023 - Elsevier
The present study reported the findings of an experimental investigation of steel-ultrahigh
performance concrete (UHPC) composite beams with hot rolled shape steel (HRSS). In …

Experimental investigation of headed studs in steel-ultra-high performance concrete (UHPC) composite sections

M Duan, X Zou, Y Bao, G Li, Y Chen, Z Li - Engineering Structures, 2022 - Elsevier
Featuring high compressive and tensile strengths, ultra-high performance concrete (UHPC)
is an efficient and durable alternative for conventional concrete in steel–concrete composite …

Stiffness and deflection of steel–concrete composite beams under negative bending

J Nie, J Fan, CS Cai - Journal of Structural Engineering, 2004 - ascelibrary.org
Compared with simply supported beams, continuous steel–concrete composite beams have
many advantages such as higher span/depth ratio, less deflection, and higher fundamental …

Static performance of stud shear connectors and UHPC in deck-to-girder composite connection

AA Semendary, HL Stefaniuk, D Yamout… - Engineering Structures, 2022 - Elsevier
This paper presents an experimental evaluation of the static performance of ultrahigh
performance concrete (UHPC) shear pockets for accelerated bridge construction systems …

Cracking performance in the hogging moment region of HSS-UHPC continuous composite girder bridges

S He, B Lv, X Huang, L Zou, D Zhou - Structures, 2024 - Elsevier
To elucidate the cracking performance of concrete slabs at the negative bending moment
region of high strength steel (HSS)-ultra high performance concrete (UHPC) continuous …

Fatigue performance of stud shear connectors in steel-concrete composite beam with initial damage

K Lu, L Du, Q Xu, Y Yao, J Wang - Engineering Structures, 2023 - Elsevier
As a key component in composite beams, the studs are prone to fatigue failure under
reciprocating load. Fatigue problem is more prominent especially under circumstances of …

A computer method for nonlinear inelastic analysis of 3D composite steel–concrete frame structures

CG Chiorean - Engineering Structures, 2013 - Elsevier
This paper presents an efficient computer method for nonlinear inelastic analysis of three-
dimensional composite steel–concrete frameworks. The proposed formulation is intended to …