Impact Behavior of Prestressed Concrete Piles with Glass FRP Spirals: Experimental and Finite-Element Analysis-Reference-Cited by-同舟云学术

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Impact Behavior of Prestressed Concrete Piles with Glass FRP Spirals: Experimental and Finite-Element Analysis

Published:2024-10 Issue:5 Volume:28 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Adegbulugbe Olayiwola¹^ORCID,Jung Sungmoon²^ORCID,Kampmann Raphael³

Affiliation:

1. Research Assistant, Dept. of Civil and Environmental Engineering, FAMU-FSU College of Engineering, 2525 Pottsdamer St., Tallahassee, FL 32310. ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, FAMU-FSU College of Engineering, 2525 Pottsdamer St., Tallahassee, FL 32310 (corresponding author). ORCID: .

3. Adjunct Professor, Dept. of Civil and Environmental Engineering, FAMU-FSU College of Engineering, 2525 Pottsdamer St., Tallahassee, FL 32310.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JCCOF2.CCENG-4513

Reference30 articles.

1. AASHTO. 2018. AASHTO LRFD bridge design guide specifications for GFRP-reinforced concrete bridge decks. 2nd ed. Washington, DC: AASHTO.

2. AASHTO. 2020. AASHTO LRFD bridge design specification. 9th ed. Washington, DC: AASHTO.

3. Experimental Technique for Impact Testing of Concrete Piles

4. Theoretical stress–strain model for circular concrete columns confined by GFRP spirals and hoops

5. Experimental and numerical investigation for the flexural strengthening of RC beams using near-surface mounted steel or GFRP bars

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