Effect of steel fibres on the shear behaviour of SCC dry joints in precast segmental bridges

Author:

Traver-Abella Celia,Bonet José L.,Miguel Pedro F.,Albiol-Ibáñez José Ramón

Publisher

Elsevier BV

Reference43 articles.

1. S. Michael Beattie, Behavioral improvements in segmental concrete bridge joints through the use of steel fibers.pdf, 1989.

2. Shear strength of joints in precast posttensioned segmental bridges during 1959–2019, review and analysis;Ahmed;Structures,2019

3. Shear strength of dry joints in precast UHPC segmental bridges: experimental and theoretical research;Liu;J. Bridg. Eng.,2019

4. Experimental and numerical investigations on shear performance of key tooth joints of precast concrete segmental bridge under repeated loading;Zhan;Constr. Build. Mater.,2022

5. Guide to good practice: Recommendations for segmental construction in prestressed concrete. Wexham Springs, Slough, England, 1978.

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1. Effect of hybrid steel fibres on shear behaviour of self compacting RC beam;Innovative Infrastructure Solutions;2024-08-06

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