Investigation and improvement of strut-and-tie model for design of end anchorage zone in post-tensioned concrete structure-Reference-Cited by-同舟云学术

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Investigation and improvement of strut-and-tie model for design of end anchorage zone in post-tensioned concrete structure

Published:2017-04 Issue: Volume:136 Page:482-494
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Hou Dong-Wei,Zhao Jian-Li,Shen Jack Shui-Long,Chen Jun

Funder

National Science Foundation of China

National Basic Research Program of China

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference38 articles.

1. Prestressed Concrete Design and Construction;Leonhardt,1964

2. Anchorage Zone Reinforcement for Post-Tensioned Concrete Girders;Breen,1994

3. The cause of cracking in post-tensioned concrete box girder bridges and retrofit procedures;Podolny;PCI J.,1985

4. Interfacial stresses in soffit-plated reinforced concrete beams;Yang;Proc. Inst. Civ. Eng. Struct. Build.,2004

5. Effectiveness factor of strut-and-tie model for concrete deep beams reinforced with FRP rebars;Kim;Composites Part B,2014

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1. Optimized Design of Anchor Plates for 2200 MPa-Class Prestressing Anchorage Zones;Buildings;2024-04-12

2. Experimental investigation and design method of the general anchorage zone in the ring beam of prestressed concrete containment vessels;Nuclear Engineering and Technology;2024-02

3. Local compression behavior of UHPFRC: Experiments and bearing capacity calculation model;Engineering Structures;2023-10

4. Investigation of the strut‐and‐tie model of a single‐plane cable‐stayed bridge tower under vertical component of the cable force;Structural Concrete;2023-03-10

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