Time-Dependent Flexural Deformations in Composite Prestressed Concrete and Steel Bridge Beams. I: Prediction Methodology-Reference-Cited by-同舟云学术

Time-Dependent Flexural Deformations in Composite Prestressed Concrete and Steel Bridge Beams. I: Prediction Methodology

Published:2022-05 Issue:5 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Cakmak Furkan¹^ORCID,Menkulasi Fatmir²^ORCID,Eamon Christopher³

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Wayne State Univ., Detroit, MI 48202. ORCID: .

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Wayne State Univ., Detroit, MI 48202 (corresponding author). ORCID: .

3. Associate Professor, Dept. of Civil and Environmental Engineering, Wayne State Univ., Detroit, MI 48202.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001841

Reference28 articles.

1. AASHTO. 2020. Bridge design specifications. 9th ed. Washington, DC: AASHTO.

2. ACI (American Concrete Institute). 1992. Prediction of creep, shrinkage, and temperature effects in concrete structures. ACI 209R-92. Farmington Hills, MI: ACI.

3. ACI (American Concrete Institute). 2008. Guide for modeling and calculating shrinkage and creep of concrete. ACI 209.2R-08. Farmington Hills, MI: ACI.

4. ACI (American Concrete Institute). 2019. Building code requirements for structural concrete and commentary. ACI 318-19. Farmington Hills, MI: ACI.

5. ACI (American Concrete Institute). 2010. Report on high-strength concrete. ACI 363R-10. Farmington Hills, MI: ACI.

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