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Study on crack width and crack resistance of eccentrically tensioned steel-reinforced concrete members prestressed by CFRP tendons

Yu Deng, Jinyang Gui,Hexin Zhang,Alberto Taliercio,Peng Zhang,Simon H. F. Wong,Piti Sukontasukkul,Afrasyab Khan,Lin Li,Yunchao Tang, Xingyu Chen

Engineering Structures（2022）

Cited 8|Views2
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Abstract
•A very early study on crack resistance of PSRC members under eccentric tension.•Using CFRP tendons for prestressing SRC members under eccentric tension.•Test data-enhanced analytical method for cracking load estimation.•Design formula for estimating the crack resistance.
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Key words
Steel-reinforced concrete,Crack resistance,Eccentric tension,Bonded prestressed CFRP tendon,Prestressed steel-reinforced concrete
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