B Liu, GL Bai - Comput. Concr, 2019 - researchgate.net
The key issue for the finite element analysis (FEA) of section steel reinforced concrete (SRC) structure is how to consider the bond-slip performance. However, the bond-slip performance …
B Li, SA Kulkarni, CL Leong - Journal of Earthquake Engineering, 2009 - Taylor & Francis
This article presents experimental and analytical investigations of hybrid-steel concrete connections. In the experimental study, four full-scale specimens including one cast-in-place …
L Chen, S Wang, C Yin, S Li - Construction and Building Materials, 2019 - Elsevier
Eleven push-out experimental specimens were analyzed based on the orthogonal design method to investigate the effects of a checkered steel plate pattern height, position of pattern …
J Qi, L Jiang - Journal of Central South University of Technology, 2010 - Springer
The stiffness matrix of semi-rigidly connected composite beams considering interface slip was established and the calculation method for elastic seismic response of composite frame …
G Fu - Applied Mechanics and Materials, 2012 - Trans Tech Publ
Experiments were conducted on 7 simply-supported composite steel-concrete beams (SCB) with compact steel sections to investigate their interface mechanic behavior. The influences …
W Liu, J Jia - Advances in Structural Engineering, 2018 - journals.sagepub.com
A research program on the seismic behavior of steel-reinforced ultra-high-strength concrete exterior joints is conducted herein by testing 11 specimens under a reversed cyclic loading …
Y Ding, XM Dai, JB Yan - Advanced Steel Construction, 2019 - ascjournal.com
Steel-concrete composite structure became popular in recent several decades since it was initially developed in the 1920s and substantially used in the 1950s. Steel-concrete …