Nonlinear Finite-Element Analysis of Posttensioned Concrete Bridge Girders

Author:

Ayoub Ashraf1

Affiliation:

1. Associate Professor, Univ. of Houston, Houston, TX 77204. E-mail: asayoub@uh.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. Load balancing: A comprehensive solution to post-tensioning;Aalami B. O.;ACI Struct. J.,1990

2. Structural Modeling of Posttensioned Members

3. ADAPT-ABI software manual (1999). ADAPT Redwood City CA.

4. Prestressing with Unbonded Internal or External Tendons: Analysis and Computer Model

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1. Experimental and numerical analysis of deflection of posttensioned lightweight concrete slabs;Mechanics of Advanced Materials and Structures;2018-03-26

2. Test Error Sensitivity for Methods of Testing Prestressed Friction Loss;Journal of Bridge Engineering;2018-02

3. Effect of Concrete Strength and Reinforcement on Time-Dependent Deflection of Posttensioned Slabs;Practice Periodical on Structural Design and Construction;2018-02

4. MULTISCALE ANALYSIS OF PRESTRESSED CONCRETE STRUCTURES;International Journal for Multiscale Computational Engineering;2018

5. A finite element model for pre-stressed or post-tensioned concrete wind turbine towers;Wind Energy;2014-07-03

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