Pull-out creep of hooked-end fibre embedded in ultra-high-performance concrete-Reference-Cited by-同舟云学术

Pull-out creep of hooked-end fibre embedded in ultra-high-performance concrete

Published:2023-02 Issue: Volume:366 Page:130189
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Bashar Iftekhair Ibnul,Sturm Alexander Bonaparte,Visintin Phillip,Sheikh Abdul Hamid

Funder

Australian Research Council

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Comparisons between pull-out behaviour of various hooked-end fibres in normal–high strength concretes;Abdallah;Internat. J. Concr. Struct. Mater.,2019

2. Improving the brittle behaviour of high-strength concrete using keratin and glass fibres;Abdelsamie;Adv. Concr. Construct.,2021

3. Random forest-based optimization of UHPFRC under ductility requirements for seismic retrofitting applications;Abellán-García;Constr. Build. Mater.,2021

4. Abrishambaf, A., Barros, J. A., & Cunha, V. M. (2016). Creep behaviour of cracked steel fibre reinforced self-compacting concrete: from micro-mechanics to composite behaviour. In conference ISISE - Comunicações a Conferências Internacionais. https://hdl.handle.net/1822/44293 (accessed on 5th October 2022).

5. Effect of mechanical clamping on the pull-out response of hooked steel fibers embedded in cementitious matrices;Alwan;Concr. Sci. Eng.,1999

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1. Linear and nonlinear tensile creep of steam-cured UHPC;Cement and Concrete Composites;2024-01

2. Bond-slip response of end-hook and half-hooked steel fibers in moderately strong SIFCON matrix;Construction and Building Materials;2023-11

3. Experimental Investigation of Shear Behavior in High-Strength Concrete Beams Reinforced with Hooked-End Steel Fibers and High-Strength Steel Rebars;Buildings;2023-08-20