Experimental Analysis on a Set of Four CFT Subjected to Monotonic and Cyclic Loading

Donato Alıbertı; Elide Nastrı; Vincenzo Pıluso; Paolo Todısco; Rosario Montuorı

doi:10.55549/epstem.1357596

Conference Paper

Experimental Analysis on a Set of Four CFT Subjected to Monotonic and Cyclic Loading

Year 2023, Volume: 23, 1 - 10, 30.09.2023

Donato Alıbertı Elide Nastrı Vincenzo Pıluso Paolo Todısco Rosario Montuorı

https://doi.org/10.55549/epstem.1357596

Abstract

The main purpose of this work is the evaluation of the ultimate behaviour of Concrete Filled Tubes (CFT) subjected non uniform bending. The novelty point of this paper regards the use of big steel tubes whose material behaves like a high strength steel. Four experimental tests have been performed at the STRENGTH Laboratory of the of the University of Salerno under both monotonic and cyclic loading conditions. In particular, both constant and variable amplitude tests are considered. The three-point bending scheme is adopted for testing specimens, where a hydraulic actuator is used for the transmission of the transverse load at midspan under displacement control and an LVDT is used to measure the corresponding maximum transverse displacement.

Keywords

Concrete filled tubes , Ultimate behaviour , Cyclic tests , FEM

References

Angeli, E., Wagner, J., Lawrick, E., Moore, K., Anderson, M., Soderland, L., & Brizee, A. (2010, May 5). General format. http://owl.english.purdue.edu/owl/resource/560/01/
Gourley, B.C., Tort, C. Hajjar, J.F., & Schiller, P.H. (2001). Asynopsis of studies of the monotonic and cyclic behavior of concrete-filled steel tube beam – columns. Structural Engineering Report N.ST2001:01–4.
Guo, Z. (2014). Principles of reinforced concrete. Tsinghua university press. 30 – 44.
Han, L.H., & Yang, Y.F. (2005). Cyclic performance of concrete-filled steel CHS columns under flexural loading. Journal of Constructional Steel Research, 61, 423–52.

Year 2023, Volume: 23, 1 - 10, 30.09.2023

Donato Alıbertı Elide Nastrı Vincenzo Pıluso Paolo Todısco Rosario Montuorı

https://doi.org/10.55549/epstem.1357596

Abstract

References

Angeli, E., Wagner, J., Lawrick, E., Moore, K., Anderson, M., Soderland, L., & Brizee, A. (2010, May 5). General format. http://owl.english.purdue.edu/owl/resource/560/01/
Gourley, B.C., Tort, C. Hajjar, J.F., & Schiller, P.H. (2001). Asynopsis of studies of the monotonic and cyclic behavior of concrete-filled steel tube beam – columns. Structural Engineering Report N.ST2001:01–4.
Guo, Z. (2014). Principles of reinforced concrete. Tsinghua university press. 30 – 44.
Han, L.H., & Yang, Y.F. (2005). Cyclic performance of concrete-filled steel CHS columns under flexural loading. Journal of Constructional Steel Research, 61, 423–52.

There are 4 citations in total.

Details

Primary Language	English
Subjects	Environmental and Sustainable Processes
Journal Section	Articles
Authors	Donato Alıbertı Elide Nastrı Vincenzo Pıluso Paolo Todısco Rosario Montuorı
Early Pub Date	September 9, 2023
Publication Date	September 30, 2023
Published in Issue	Year 2023 Volume: 23

Cite

APA	Alıbertı, D., Nastrı, E., Pıluso, V., … Todısco, P. (2023). Experimental Analysis on a Set of Four CFT Subjected to Monotonic and Cyclic Loading. The Eurasia Proceedings of Science Technology Engineering and Mathematics, 23, 1-10. https://doi.org/10.55549/epstem.1357596