Experimental characterization of concrete-to-concrete interface shear strength design-oriented constitutive parameters
Author:
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference38 articles.
1. Experimental study on the shear strength of reinforced concrete composite T-shaped beams with web reinforcement;Rueda-García;Eng Struct,2022
2. Shear strength of composite beams with dual concrete strengths;Kim;ACI Struct J,2017
3. Shear friction performance between high strength concrete (HSC) and ultra high performance concrete (UHPC) for bridge connection applications;Semendary;Eng Struct,2020
4. Zilch K, Reinecke R. Capacity of shear joints between high strength precast elements and normal-strength cast-in-place decks. PCI/FHWA/FIB Int. Symp. high Perform. Concr. Sept. 25–27 Orlando, FL, USA, 2000, p. 551–560.
5. Cyclic response of precast column-to-foundation connection using UHPC and Ni–Ti SMA reinforcements in columns;Pereiro-Barceló;Eng Struct,2022
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