Full Scale Thermal Stress Simulation of Multiple Span Steel Box Girder Bridge Evaluating Early Age Transverse Cracking Risk of Durable RC Deck Slab-Reference-Cited by-同舟云学术

Full Scale Thermal Stress Simulation of Multiple Span Steel Box Girder Bridge Evaluating Early Age Transverse Cracking Risk of Durable RC Deck Slab

Published:2020-07-23 Issue:7 Volume:18 Page:420-436
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Zerin Arifa Iffat¹,Hosoda Akira¹,Komatsu Satoshi²,Ishii Hironori³

Affiliation:

1. Institute of Urban Innovation, Yokohama National University, 79-5 Tokiwadai, Hodogaya, Yokohama, Japan.

2. Structural Engineering Sector, Civil Engineering Research Laboratory, Central Research Institute of Electric Power Industry, 1464 Abiko, Chiba, Japan.

3. Technical Research Laboratory, Yokogawa Bridge Holdings Corp., Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/18/7/18_420/_pdf

Reference27 articles.

1. 1) ACI, (2001). “Control of cracking in concrete structures (ACI 224R-01).” Farmington Hills, MI: American Concrete Institute.

2. 2) Altoubat, S. and Lange, D., (2001). “Creep, shrinkage and cracking of restrained concrete at early age.” ACI Materials Journal, 98(4), 323-331.

3. 3) Alger, M. S. M., (1997). “Polymer science dictionary.” 2nd ed. Springer Publishing.

4. 4) Cady, P. D., Carrier, R. E., Bakr, T. A. and Theisen, J. C., (1971). “Final report on the durability of bridge deck concrete.” Harrisburg, PA: Pennsylvania Department of Transportation,153.

5. 5) CEB-FIP, (1990). “CEB-FIP model code 1990; Design code.” Committee Euro-International du Beton, London: Thomas Telford Services Ltd.

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