Nonlinear finite element analysis of prestressed concrete box section beams

This study presents a three-dimensional nonlinear finite element model suitable for the analysis of prestressed concrete box beams up to failure. Concrete was modeled using three-dimensional 20- node isoparametric quadratic brick elements, while the prestressing and reinforcing bars were modeled as...

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Bibliographic Details
Main Authors: Ihsan A. S. Al-Shaarbaf, Hiba Emad Abbas
Format: Article
Language:English
Published: Al-Nahrain Journal for Engineering Sciences 2017-06-01
Series:مجلة النهرين للعلوم الهندسية
Subjects:
Online Access:https://nahje.com/index.php/main/article/view/285