Article
01 December 2021
Published
10.1016/j.engstruct.2021.113651
0141-0296
British Council; Royal Academy of Engineering
Deng, Y., Gui, J., Zhang, H., Taliercio, A., Zhang, P., Wong, S. H. F., …Chen, X. (2022). Study on Crack Width and Crack Resistance of Eccentrically Tensioned Steel-Reinforced Concrete Members Prestressed by CFRP Tendons. Engineering Structures, 252, Article 113651. https://doi.org/10.1016/j.engstruct.2021.113651
ProfessorSchool of Computing Engineering and the Built Environment
0131 455 2482
j.zhang@napier.ac.uk
steel-reinforced concrete; crack resistance; eccentric tension; bonded prestressed CFRP tendon; prestressed steel-reinforced concrete
1MB
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