Seismic Performance of Steel-Reinforced High Strength Concrete Joints Considering Bond Slip Effect

W Liu, J Guo - Buildings, 2024 - mdpi.com
This study presents a solution for push-out failure for the staged bond-slip constitutive
relationship between the structural steel and high strength concrete, taking into account the …

[PDF][PDF] Finite element modeling of bond-slip performance of section steel reinforced concrete

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 …

Seismic performance of precast hybrid-steel concrete connections

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 …

Experimental study on constitutive relationship between checkered steel and concrete

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 …

Effects of interface slip and semi-rigid joint on elastic seismic response of steel-concrete composite frames

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 …

Experimental Research on interface mechanic behavior of the Composite Steel-Concrete Beams

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 …

Experimental study on the seismic behavior of steel-reinforced ultra-high-strength concrete frame joints with cyclic loads

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 …

[PDF][PDF] Developments and behaviors of slip-released novel connectors in steel-concrete composite structures

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 …

[引用][C] Experiment study on bond slip behavior between section steel and concrete in SRC structures

Y Yang, Z Guo, J Xue, H Zhao, J Nie - Journal of Building Structures, 2005

[引用][C] An overview of experimental research on seismic behavior of 3 D composite steel-concrete joints

J Fan, H Zhou, J Nie - Jianzhu …, 2011 - Science Press, 16 …