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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 …
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 …
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 …
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
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 …
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
Featuring high compressive and tensile strengths, ultra-high performance concrete (UHPC)
is an efficient and durable alternative for conventional concrete in steel–concrete composite …
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 …
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 …
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 …
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 …
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 …
dimensional composite steel–concrete frameworks. The proposed formulation is intended to …