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Zeyang Sun
Zeyang Sun
Correu electrònic verificat a seu.edu.cn - Pàgina d'inici
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Mechanical properties of steel-FRP composite bar under uniaxial and cyclic tensile loads
G Wu, ZS Wu, YB Luo, ZY Sun, XQ Hu
Journal of materials in civil engineering 22 (10), 1056-1066, 2010
1852010
Experimental study on flexural behavior of concrete beams reinforced by steel-fiber reinforced polymer composite bars
ZY Sun, Y Yang, WH Qin, ST Ren, G Wu
Journal of Reinforced Plastics and Composites 31 (24), 1737-1745, 2012
1202012
Experimental study on the flexural behavior of concrete beams reinforced with bundled hybrid steel/FRP bars
Z Sun, L Fu, DC Feng, AR Vatuloka, Y Wei, G Wu
Engineering Structures 197, 109443, 2019
1182019
Experimental study on concrete columns reinforced by hybrid steel-fiber reinforced polymer (FRP) bars under horizontal cyclic loading
Z Sun, G Wu, J Zhang, Y Zeng, W Xiao
Construction and Building Materials 130, 202-211, 2017
952017
Mechanical properties of steel-FRP composite bars (SFCBs) and performance of SFCB reinforced concrete structures
G Wu, ZY Sun, ZS Wu, YB Luo
Advances in Structural Engineering 15 (4), 625-635, 2012
912012
A flexure-shear Timoshenko fiber beam element based on softened damage-plasticity model
DC Feng, G Wu, ZY Sun, JG Xu
Engineering Structures 140, 483-497, 2017
802017
Seismic behavior of concrete columns reinforced by steel-FRP composite bars
ZY Sun, G Wu, ZS Wu, M Zhang
Journal of Composites for Construction 15 (5), 696-706, 2011
712011
Post-yield stiffnesses and residual deformations of RC bridge columns reinforced with ordinary rebars and steel fiber composite bars
MFM Fahmy, Z Wu, G Wu, Z Sun
Engineering Structures 32 (9), 2969-2983, 2010
662010
Nonlinear behavior and simulation of concrete columns reinforced by steel-FRP composite bars
ZY Sun, G Wu, ZS Wu, J Zhang
Journal of bridge engineering 19 (2), 220-234, 2014
472014
Experimental study of cyclic behavior of concrete bridge columns reinforced by steel basalt-fiber composite bars and hybrid stirrups
AI Ibrahim, G Wu, ZY Sun
Journal of Composites for Construction 21 (2), 04016091, 2017
442017
Mechanical Properties of Steel‐FRP Composite Bars under Tensile and Compressive Loading
Z Sun, Y Tang, Y Luo, G Wu, X He
International Journal of Polymer Science 2017 (1), 5691278, 2017
422017
Flexural strengthening of concrete beams with near-surface mounted steel–fiber-reinforced polymer composite bars
ZY Sun, G Wu, ZS Wu, YB Luo
Journal of reinforced plastics and composites 30 (18), 1529-1537, 2011
372011
Experimental study of concrete beams reinforced with hybrid bars (SFCBs and BFRP bars)
Y Yang, Z Sun, G Wu, D Cao, D Pan
Materials and Structures 53 (4), 77, 2020
322020
Cyclic behavior of concrete columns reinforced with partially unbonded hybrid
AI Ibrahim, G Wu, Z Sun, H Cui
Engineering Structures 131, 311-323, 2017
322017
Compressive behavior and design method of BFRP bars constrained with a BFRP spiral with different spacings in concrete members
Y Tang, Z Sun, Y Wei, X Zou
Engineering Structures 268, 114757, 2022
272022
Bond-slip behavior of bundled steel/FRP bars and its implementation in high-fidelity FE modeling of reinforced concrete beams
Z Sun, DC Feng, Y Sun, J Yuan, X Li, Y Wei
Construction and Building Materials 286, 122887, 2021
262021
Flexural capacity and design of hybrid FRP-steel-reinforced concrete beams
Y Yang, ZY Sun, G Wu, DF Cao, ZQ Zhang
Advances in Structural Engineering 23 (7), 1290-1304, 2020
252020
Compressive behavior of sustainable steel-FRP composite bars with different slenderness ratios
Y Tang, Z Sun, G Wu
Sustainability 11 (4), 1118, 2019
252019
Deformation ability of precast concrete columns reinforced with steel-FRP composite bars (SFCBs) based on the DIC method
Z Sun, Y Zheng, Y Sun, X Shao, G Wu
Journal of Building Engineering 68, 106083, 2023
212023
Flexural behavior of concrete beams reinforced by partially unbonded steel-FRP composite bars
Y Sun, J Fu, Z Sun, J Zhang, Y Wei, G Wu
Engineering Structures 272, 115050, 2022
212022
En aquests moments el sistema no pot dur a terme l'operació. Torneu-ho a provar més tard.
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