An experiment-based nonlinear model of shear force-slip relationship for perfobond strips in an unreinforced narrow joint with high-strength steel fiber mortar
Author:
Publisher
Elsevier BV
Subject
Materials Science (miscellaneous)
Reference47 articles.
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3. Effects of stud aspect ratio and cover thickness on push-out performance of thin full-depth precast UHPC slabs with grouped short studs: experimental evaluation and design considerations;Fang;J. Build. Eng.,2023
4. Nguyen M.H., Nakajima A., Fujiwara S., Obata R., Fujikura S., Hirano Y. Bending test of joint structure of precast PCa slab using perfobond strip and its corresponding element test. J Jap Soc Civil Eng Ser. A1 (Struct Eng Earthquake Eng (SE/EE)) 2020; 76: II_17-II_28 (in Japanese). https://doi.org/10.2208/jscejseee.76.5_II_17.
5. Experimental investigation on flexural behavior of a precast slab joint with perfobond strips and steel fiber-reinforced mortars;Nguyen;Structure,2022
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