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原文传递 Improved Applied Element Model for Bonded Prestressed Concrete Structures
题名: Improved Applied Element Model for Bonded Prestressed Concrete Structures
正文语种: eng
作者: Abdelaziz, Mohamed Magdi;El-Ghazaly, Hany Ahmed;Gomaa, Mohamed Sayed
作者单位: Fayoum Univ Dept Civil Engn Fac Engn Al Fayyum 63514 Egypt;Fayoum Univ Dept Civil Engn Fac Engn Struct Anal & Mech Al Fayyum 63514 Egypt;Fayoum Univ Dept Civil Engn Fac Engn Al Fayyum 63514 Egypt
关键词: Nonlinear analysis;Improved applied element method;Multilayered element;Tendon;Prestressed
摘要: The current study introduces an extension for the multilayered improved applied element method to provide a tool for bonded prestressed concrete structures. In the new extension, a new layer has been implemented to represent the behavior of the prestressing tendon and the transfer of the stresses between the tendon and concrete. Furthermore, an initial load step has been developed to consider the effect of prestressing. During this load step, an initial strain is produced in the tendon layer to represent the effective prestressing. Both material inelasticity and geometric nonlinearity have been considered in the proposed model. Several verification examples under monotonic and cyclic loading are presented to examine the reliability of the model and identifies its limitations. Comparison between the analytical and experimental results has shown good agreement, highlighting the reliability of the new extension. DOI: 10.1061/(ASCE)ST.1943541X.0002853. (c) 2020 American Civil
出版年: 2021
期刊名称: Journal of Structural Engineering
卷: 147
期: 1
页码: 04020298.1-04020298.14
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