Simulation of failure localization and buckling behavior of steel-tube confined concrete columns using coupled RBSM-shell FEM analysis
College
Gokongwei College of Engineering
Document Type
Conference Proceeding
Source Title
Proceedings of Computational Engineering Conference
Volume
23
Publication Date
2018
Abstract
A coupled model is presented to simulate the failure localization of concrete and local buckling behavior of steel tube. The coupled model combines the three-dimensional Rigid Body Spring Model and the MITC shell FEM element to model concrete and steel tube, respectively, in a steel-tube confined concrete member. Simulation of published test experiments of concrete-filled steel tube confirmed the capability of the coupled RBSM-shell FEM model in simulating these behaviors.
html
Recommended Citation
Mendoza, R. P., & Yamamoto, Y. (2018). Simulation of failure localization and buckling behavior of steel-tube confined concrete columns using coupled RBSM-shell FEM analysis. Proceedings of Computational Engineering Conference, 23 Retrieved from https://animorepository.dlsu.edu.ph/faculty_research/15197
Keywords
Tubes, Steel—Testing; Buckling (Mechanics)
Upload File
wf_no
