An experimental study on the effect of thickness and connection type of precast ultra-high-performance fiber-reinforced geopolymer concrete plates on the load–deflection capacity of one-way concrete slabs-Reference-Cited by-同舟云学术

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An experimental study on the effect of thickness and connection type of precast ultra-high-performance fiber-reinforced geopolymer concrete plates on the load–deflection capacity of one-way concrete slabs

Published:2023-12 Issue: Volume:58 Page:105462
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Sammak Moein,Mousavinejad Seyed Hosein Ghasemzadeh

Publisher

Elsevier BV

Subject

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

Reference31 articles.

1. M.R. Moallem, Flexural Redistribution in Ultra-High Performance Concrete Lab Specimens, (2010).

2. Effect of age on the compressive strength of ultra-high-performance fiber-reinforced concrete;Pourbaba;Constr Build Mater,2018

3. Development of ultra-high performance geopolymer concrete (UHPGC): Influence of steel fiber on mechanical properties;Liu;Cem Concr Compos,2020

4. Mechanical and fracture properties of ultra-high performance geopolymer concrete: Effects of steel fiber and silica fume;Liu;Cem Concr Compos,2020

5. High-volume fly ash concrete;Marsh;Concr,2003

Cited by 1 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. Optimization Design of Mix Proportion for Fly Ash–Silica Fume–Basalt Fiber–Polypropylene Fiber Concrete under Steam Curing Condition;Materials;2024-04-24

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