Experimental Flexural Behavior of Externally Prestressed Rectangular Reinforced Concrete Beams and Effective Parameters-Reference-Cited by-同舟云学术

Experimental Flexural Behavior of Externally Prestressed Rectangular Reinforced Concrete Beams and Effective Parameters

Published:2022-12-14 Issue: Volume: Page:
ISSN:2228-6160
Container-title:Iranian Journal of Science and Technology, Transactions of Civil Engineering
language:en
Short-container-title:Iran J Sci Technol Trans Civ Eng

Author:

Omran Ghasem M.,Beygi Morteza H. A.,Dehestani Mehdi^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s40996-022-01006-5.pdf

Reference42 articles.

1. Alqam M, Alkhairi F (2019) Numerical and analytical behavior of beams prestressed with unbonded internal or external steel tendons: a state-of-the-art review. Arab J Sci Eng 44(10):8149–8170

2. A. C. I. Standard (1983) Building code requirements for reinforced concrete (ACI 318–83). American Concrete Institute, Detroit

3. American Concrete Institute (2014) Building code requirements for structural concrete (ACI 318-14): Commentary on building code requirements for structural concrete (ACI 318R-14): an ACI report. American Concrete Institute: ACI

4. Aparicio AC, Ramos G (1996) Flexural strength of externally prestressed concrete bridges. Struct J 93(5):512–523

5. ASTM, C33 (2003) Standard specification for concrete aggregates. American Society for Testing and Materials, Philadelphia

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