Experimental investigation and evaluation of shear performance of hollow slab beams strengthened by cavity grouting method
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference26 articles.
1. Experimental study on stiffness deterioration of cracked RC hollow-core slab beams;Li;Case Stud. Constr. Mater.,2024
2. Prestressed hollow core slabs for topped slim floors-theory and research of the shear capacity;Derkowski;Eng. Struct.,2021
3. Bending behaviour of precast concrete slab with externally flanged hollow FRP tubes;Al-Fakher;Eng. Struct.,2021
4. Experimental study on shear behavior of hollow slab beam strengthened with pasting steel plates;Wang;Int. J. Struct. Integer.,2021
5. Discussion: transmission length and shear capacity in prestressed concrete hollow core slabs;Elliott;Mag. Concr. Res.,2015
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