Postyield Bond Deterioration and Damage Assessment of RC Beams Using Distributed Fiber-Optic Strain Sensing System-Reference-Cited by-同舟云学术

Postyield Bond Deterioration and Damage Assessment of RC Beams Using Distributed Fiber-Optic Strain Sensing System

Published:2019-04 Issue:4 Volume:145 Page:04019007
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Malek Amirmasoud¹,Scott Allan²,Pampanin Stefano³,Hoult Neil A.⁴

Affiliation:

1. Ph.D. Student, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8014, New Zealand (corresponding author).

2. Senior Lecturer, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8014, New Zealand.

3. Professor, Dept. of Structural and Geotechnical Engineering, Univ. of Rome ‘La Sapienza’, Rome 00185, Italy; Professor, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8014, New Zealand.

4. Associate Professor, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002286

Reference68 articles.

1. Alvarez M. 1998. “Einfluss des verbundverhaltens auf das verformungsvermögen von stahlbeton.” [In German.] Ph.D. thesis Institut für Baustatik und Konstruktion ETH Zürich.

2. Post-yield bond behaviour of deformed bars in high-strength self-compacting concrete

3. Influence of Shear and Bond on Rotational Capacity of Reinforced Concrete Beams

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