Experimental and numerical simulation of pull-out response in textile-reinforced concrete-Reference-Cited by-同舟云学术

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Experimental and numerical simulation of pull-out response in textile-reinforced concrete

Published:2023-11 Issue: Volume:57 Page:105132
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Venigalla S.G.^ORCID,Nabilah A.B.,Mohd Nasir N.A.,Safiee N.A.,Abd Aziz F.N.A.

Funder

Kementerian Pendidikan Malaysia

Kementerian Pengajian Tinggi Malaysia

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference30 articles.

1. AC434. Acceptance criteria for masonry and concrete strengthening using fiber-reinforced cementitious matrix (FRCM) composite systems; 2011.

2. ASTM C230/C230M-08. Standard specification for flow table for use in tests of hydraulic cement; 2008.

3. Bond of a strand in a cementitious matrix;Banholzer;Mater Struct/Mater Constr,2006

4. Recommendation of RILEM TC 232-TDT: test methods and design of textile reinforced concrete;Brameshuber;Mater Struct,2016

5. BS EN 1015-11. BSI Standards Publication Methods of test for mortar for masonry; 2019.

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. In-process textile reinforcement method for 3D concrete printing and its structural performance;Engineering Structures;2024-09

2. Bond-slip behaviour of textile-reinforcement in 3D printed concrete;Journal of Building Engineering;2024-06

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