Gang Wu
Southeast University
319 Papers
471 Citations
Gang Wu is an academic researcher from Southeast University. The author has contributed to research in topics: Fibre-reinforced plastic & Computer science. The author has an hindex of 38, co-authored 260 publications. Previous affiliations of Gang Wu include International Institute of Minnesota & Chinese Ministry of Education.
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Papers
Long-term durability of basalt- and glass-fibre reinforced polymer (BFRP/GFRP) bars in seawater and sea sand concrete environment
Zike Wang,Zike Wang,Xiao Ling Zhao,Guijun Xian,Gang Wu,R.K. Singh Raman,Saad Al-Saadi,Asadul Haque +7 more
TL;DR: In this article, the long-term performance of basalt and glass-fibre reinforced polymer (BFRP/GFRP) bars in seawater and sea sand concrete (SWSSC) environment was investigated.
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Effect of sustained load and seawater and sea sand concrete environment on durability of basalt- and glass-fibre reinforced polymer (B/GFRP) bars
TL;DR: In this article, the authors investigated the durability of basalt- and glass-fibre reinforced polymer bars exposed to a seawater and sea sand concrete (SWSSC) environment under different sustained stress levels.
264
Prediction of Long-Term Performance and Durability of BFRP Bars under the Combined Effect of Sustained Load and Corrosive Solutions
TL;DR: In this article, the residual tensile strength of basalt-fiber reinforced polymer (BFRP) bars exposed to four types of simulated harsh environments: alkaline solution, salt solution, acid solution, and de-ionized water at 25, 40, and 55°C.
248
Durability study on interlaminar shear behaviour of basalt-, glass- and carbon-fibre reinforced polymer (B/G/CFRP) bars in seawater sea sand concrete environment
TL;DR: In this paper, the influence of different short beam shear test methods and the effect of test span-to-diameter ratios on interlaminar shear strength was investigated for basalt-, glass- and carbon fibre reinforced polymer (BFRP/GFRP)/GFTIR-based bars in seawater and sea sand concrete (SWSSC), using an accelerated test.
247
Strength and ductility of concrete cylinders confined with FRP composites
Gang Wu,Zhitao Lu,Zhishen Wu +2 more
TL;DR: In this paper, the authors analyzed the confinement effect and failure mechanisms of fiber reinforced polymer (FRP) confined concrete cylinders and derived the maximum strength, peak strain, ultimate strength and ultimate strain.
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