Behavior of high-performance concrete beams having tension lap spliced anchor-ended bars under repeated loading-Reference-Cited by-同舟云学术

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Behavior of high-performance concrete beams having tension lap spliced anchor-ended bars under repeated loading

Published:2023-01 Issue: Volume:274 Page:115140
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Fawzy Tarek,Khalil Abdel-Hakim,Atta Ahmed,Afefy Hamdy M.,Ellithy Mohamed^ORCID

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference40 articles.

1. Tepfers R. A theory of bond applied to overlapped tensile reinforcement splices for deformed bars. Division of concrete structures 1973: 328 pp. Chalmers University of Technology, Goteborg, Sweden.

2. Reevaluation of test data on development length and splices;Orangun;ACI Journal,1977

3. Development length criteria: bars not confined by transverse reinforcement;Darwin;ACI Struct J,1992

4. Local bond strength of reinforcing bars in normal strength and high-strength concrete (HSC);Esfahani;ACI Struct J,1998

5. Bond between normal strength and high-strength concrete (HSC) and reinforcing bars in splices in beams;Esfahani;ACI Struct J,1998

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1. Research on Reinforcement Cage Connection Techniques for Cast-in-Place Concrete Piles;Lecture Notes in Civil Engineering;2024

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