Stress Increase of Unbonded Tendons in Continuous Posttensioned Members-Reference-Cited by-同舟云学术

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Stress Increase of Unbonded Tendons in Continuous Posttensioned Members

Published:2017-02 Issue:2 Volume:22 Page:04016115
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Maguire Marc¹,Chang Minwoo²,Collins William N.³,Sun Yan⁴

Affiliation:

1. Assistant Professor, Utah State Univ., Logan, UT 84322 (corresponding author).

2. Graduate Research Assistant, Utah State Univ., Logan, UT 84322.

3. Assistant Professor, Univ. of Kansas, Lawrence, KS 66045.

4. Assistant Professor, Utah State Univ., Logan, UT 84322.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000991

Reference62 articles.

1. ACI (American Concrete Institute). (1963). “Building code requirements for structural concrete and commentary.” ACI 318-63 Farmington Hills MI.

2. ACI (American Concrete Institute). (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 Farmington Hills MI.

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1. Effect of Tendon-Related Variables on the Behavior of Externally CFRP Prestressed Concrete Beams;Materials;2023-07-24

2. Proposals for Flexural Capacity Prediction of Precast Segmental Concrete Beam Prestressed with Internal Un-Bonded CFRP Tendons;Applied Sciences;2023-05-30

3. Blast behaviour of precast segmental vs monolithic concrete beams prestressed with unbonded tendons: A numerical investigation;International Journal of Impact Engineering;2023-03

4. Serviceability performance of high-strength concrete flexural members with internally unbonded post-tensioning strands;8TH ENGINEERING AND 2ND INTERNATIONAL CONFERENCE FOR COLLEGE OF ENGINEERING – UNIVERSITY OF BAGHDAD: COEC8-2021 Proceedings;2023

5. Experimental Flexural Behavior of Externally Prestressed Rectangular Reinforced Concrete Beams and Effective Parameters;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2022-12-14

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