Coupled Effects of Concrete Shrinkage, Creep, and Cracking on the Performance of Postconnected Prestressed Steel-Concrete Composite Girders-Reference-Cited by-同舟云学术

Coupled Effects of Concrete Shrinkage, Creep, and Cracking on the Performance of Postconnected Prestressed Steel-Concrete Composite Girders

Published:2018-03 Issue:3 Volume:23 Page:04017145
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Tong Teng¹,Yu Qiang²,Su Qingtian³

Affiliation:

1. Lecturer, Dept. Civil & Environmental Engineering, Southeast Univ., Nanjing 210096, China; Graduate Assistant, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh, PA.

2. Assistant Professor, Dept. Civil & Environmental Engineering, Univ. of Pittsburgh, Pittsburgh, PA 15206.

3. Professor, Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

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.1943-5592.0001192

Reference46 articles.

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3. Justification and refinements of model B3 for concrete creep and shrinkage 1. statistics and sensitivity

4. Creep and shrinkage prediction model for analysis and design of concrete structures: Model B3;Bažant Z. P.;ACI Spec. Publ.,2000

5. Nonlocal Continuum Damage, Localization Instability and Convergence

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