Experimental study of bond-slip relationships in high-performance self-consolidating concrete with plain steel bars-Reference-Cited by-同舟云学术

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Experimental study of bond-slip relationships in high-performance self-consolidating concrete with plain steel bars

Published:2024-11 Issue: Volume:319 Page:118854
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Dyba Marcin

Publisher

Elsevier BV

Reference40 articles.

1. Rewers I. Cracking of Bent Concrete Beams Reinforced with High-strength Steel Sas 670/800, 293. Poland: Doctoral Thesis, Cracow Univeristy of Technology; 2022.

2. Shear Friction Tests with High-strength Concrete;Kahn;ACI Structural Journal,2002

3. Flexural strength of prestressed Ultra-High-Performance concrete beams;Fang;Eng Struct,2023

4. Transfer length in prestressed self-consolidating concrete box and I-girders;Pozolo;Acids Struct J,2011

5. Self-consolidating concrete (SCC) for infrastructure elements;Myers;Roll: Mo Dep Transp, Final Rep,2012

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