Effect of strand debonding on the shear strength of existing pretensioned PC hollow slab

Author:

Zhang Feng,Zhao Guo-Hao,Wu Yu-Fei,Zhang Ying

Funder

Natural Science Foundation of Shandong Province

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference43 articles.

1. Prestressed concrete structures;Collins,1991

2. Oh BH, Kim ES. Realistic evaluation of transfer lengths in pretensioned, Prestressed Concrete Members. ACI Struct. J. 2000;97(6): 821-830https://doi.org/10.14359/9627.

3. Dang CN, Martí-Vargas JR, Hale WM. Bond mechanism of 18-mm prestressing strands: New insights and design applications. Struct Eng and Mech. 2020;76(1): 67-81. https://doi.org/10.12989/sem.2020.76.1.067.

4. Evaluation of pretensioned girders with partial-Strand debonding;Bolduc;J Bridge Eng,2020

5. Shear capacity prediction of reinforced concrete beams without stirrups using fracture mechanics approach;Xu;ACI Struct J,2012

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