Structural performance evaluation of UHPC/conventional concrete cast on new Y-shape FRP stay-in-place formwork for concrete bridge decks-Reference-Cited by-同舟云学术

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Structural performance evaluation of UHPC/conventional concrete cast on new Y-shape FRP stay-in-place formwork for concrete bridge decks

Published:2022-07 Issue: Volume:41 Page:1077-1091
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Pournasiri Emad,Pham Thong M.,Hao Hong

Funder

Australian Research Council

Publisher

Elsevier BV

Subject

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

Reference58 articles.

1. Combined loading of a bridge deck reinforced with a structural FRP stay-in-place form;Hanus;Constr Build Mater,2009

2. Cost-Effective, Structural Stay-in-Place Formwork System of Fiber-Reinforced Polymer for Accelerated and Durable Bridge Deck Construction;Ringelstetter;Transp Res Rec,2006

3. FRP stay-in-place structural forms for concrete bridge decks: A state-of-the-art review;Nelson;ACI Struct J,2014

4. Guide for the Design and Construction of Concrete Reinforced with FRP Bars;Aci,2015

5. A review of the present and future utilisation of FRP composites in the civil infrastructure with reference to their important in-service properties;Hollaway;Constr Build Mater,2010

Cited by 5 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. Impact of Rubber Content on Performance of Ultra-High-Performance Rubberised Concrete (UHPRuC);International Journal of Concrete Structures and Materials;2024-09-09

2. Innovative bridge deck solutions: Examining the impact response and capacity of UHPC with FRP stay-in-place formworks;Engineering Structures;2024-09

3. Comparative impact behaviours of ultra high performance concrete columns reinforced with polypropylene vs steel fibres;Defence Technology;2024-05

4. Effects of various additives on the crumb rubber integrated geopolymer concrete;Cleaner Materials;2023-06

5. Flexural behavior of small-sized I-shaped UHPC beams hybrid reinforced with steel plate and BFRP;Composite Structures;2023-02

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