Pseudo-Ductility through Progressive Rupture of Basalt Fiber-Reinforced Polymer Tendons in Partially Prestressed Functionally-Graded Concrete Beam-Reference-Cited by-同舟云学术

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Pseudo-Ductility through Progressive Rupture of Basalt Fiber-Reinforced Polymer Tendons in Partially Prestressed Functionally-Graded Concrete Beam

Published:2021 Issue: Volume: Page:97-126
ISSN:2662-1819
Container-title:Emerging Trends of Advanced Composite Materials in Structural Applications
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Author:

Alraie Ali,Garg Nikhil,Matsagar Vasant

Publisher

Springer Singapore

Link

https://link.springer.com/content/pdf/10.1007/978-981-16-1688-4_4

Reference26 articles.

1. Abdelrahman AA, Rizkalla SH (1999) Deflection control of concrete beams pretensioned by CFRP reinforcements. J Compos Constr (ASCE) 3(2):55–62

2. ACI 318-08 (2008) Building code requirements for structural concrete. American Concrete Institute (ACI), Farmington Hills, Michigan (MI), USA

3. ACI 435R-95 (2003) Control of deflection in concrete structures. American Concrete Institute (ACI), Farmington Hills, Michigan (MI), USA

4. ACI 440.4R (2004) Prestressing concrete structures with FRP tendons. American Concrete Institute (ACI), Farmington Hills, Michigan (MI), USA

5. ACI 440.5 (2008) Specification for construction with fiber-reinforced polymer reinforcing bars. American Concrete Institute (ACI), Farmington Hills, Michigan (MI), USA

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. Construction Technology for Integral Bridges with Basalt Fiber-Reinforced Polymer Prestressing Tendons;Fiber Reinforced Polymeric Materials and Sustainable Structures;2023

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