A methodological approach for finite element modeling of pretensioned concrete members at the release of pretensioning

Author:

Arab Amir A.,Badie Sameh S.,Manzari Majid T.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference13 articles.

1. End cracking in prestressed members during detensioning;Mirza;PCI J,1978

2. Release methodology of strands to reduce end cracking in pretensioned concrete girders;Kannel;PCI J,1997

3. Kaewunruen S, Remennikov A. Nonlinear finite element modeling of railway prestressed concrete sleeper. In: 10th East Asia-Pacific conference on structural engineering and construction. Proceedings. Real structures: bridges and tall buildings. vol. 4. 2006. p. 323–8.

4. Stephen E. Simulation of the long-term behavior of precast/prestressed concrete bridges. Master of science thesis. University of Cincinnati. Department of Civil and Environmental Engineering. 2006.

5. Numerical analysis of prestressed concrete beams using a coupled element free Galerkin/finite element approach;Rabczuk;Internat J Solids Structures,2004

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