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International Journal of Engineering، جلد ۳۴، شماره ۴، صفحات ۷۸۲-۷۹۲
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عنوان انگلیسی Numerical Investigation of Response of the Post-Tensioned Tapered Steel Beams with Shape Memory Alloy Tendons
چکیده انگلیسی مقاله The external post-tension technique is one of the best strengthening methods for reinforcement and improvement of the various steel structures and substructure components such as beams. In the present work, the load carrying capacity of the post-tensioned tapered steel beams with external shape memory alloy (SMA) tendons are studied. 3D nonlinear finite element method with ABAQUS software is used to determine the effects of the increase in the flexural strength, and the improvement of the load carrying capacity. The effect of the different parameters, such as geometrical characteristics and the post-tension force applied to the tendons are also studied in this research. The results reveal that the external post-tension with SMA tendons in comparison with the steel tendons causes a significant improvement of the loading capacity. According to this, using SMA tendon for the reinforcement of the tapered beams causes a decrease in weight of these structures and as a consequence causes economic benefits for their application. This method can be used extensively for steel beams due to low executive costs and simplicity of the operation for post-tension.
کلیدواژه‌های انگلیسی مقاله Tapered steel beams,SMA tendons,external post-tension,Load Carrying Capacity,finite element analysis
نویسندگان مقاله H. Hosseinnejad |
Department of Civil Engineering, Maragheh Branch, Islamic Azad University, Maragheh, Iran

M. Lotfollahi -Yaghin |
Civil Engineering Faculty, University of Tabriz, Tabriz, Iran

Y. Hosseinzadeh |
Civil Engineering Faculty, University of Tabriz, Tabriz, Iran

A. Maleki |
Department of Civil Engineering, Maragheh Branch, Islamic Azad University, Maragheh, Iran

نشانی اینترنتی https://www.ije.ir/article_128240_f2ee10009b568928304855284341a156.pdf
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