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Xiao Ling Zhao
Researcher at University of New South Wales
Publications - 631
Citations - 20769
Xiao Ling Zhao is an academic researcher from University of New South Wales. The author has contributed to research in topics: Ultimate tensile strength & Finite element method. The author has an hindex of 65, co-authored 600 publications receiving 15950 citations. Previous affiliations of Xiao Ling Zhao include Dalian University of Technology & Monash University.
Papers
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State-of-the-art review on FRP strengthened steel structures
Xiao Ling Zhao,Lei Zhang +1 more
TL;DR: In this paper, the use of FRP (Fibre Reinforced Polymer) to strengthen steel structures has become an attractive option which may produce confident retrofitting of existing structures.
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Tests and calculations for hollow structural steel (HSS) stub columns filled with self-consolidating concrete (SCC)
TL;DR: In this paper, the authors investigated the behavior of self-consolidating concrete (SCC) filled hollow structural steel (HSS) stub columns subjected to an axial load.
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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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Tests and mechanics model for concrete-filled SHS stub columns, columns and beam columns
TL;DR: In this article, a unified theory is described where arnconfinement factor (x) is introduced to describe the composite action between the steel tube and filled-concrete, and the predicted load versus axial strain relationship is in good agreement with stub column test results.
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Experimental study on CFRP-to-steel bonded interfaces
TL;DR: In this paper, the authors present an experimental study on the behavior of CFRP-to-steel bonded interfaces through the testing of a series of single-lap bonded joints and demonstrate that the bond strength of such bonded joints depends strongly on the interfacial fracture energy among other factors.