This paper is published in Volume-3, Issue-2, 2017
Area
Ramnagaram
Author
Madhu B. N, Dr. N. S Kumar
Org/Univ
Ghousia College of Engineering, Ramanagara, Karnataka, India
Keywords
Nonlinear Analysis, Self-Compacting Concrete, Filled Steel Tubes, NX-NASTRON.
Citations
IEEE
Madhu B. N, Dr. N. S Kumar. Validation of Ultimate Axial Load Carrying Capacity on Composite Steel Tube Column In filled With SCC by Using Nx-Nastron, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.
APA
Madhu B. N, Dr. N. S Kumar (2017). Validation of Ultimate Axial Load Carrying Capacity on Composite Steel Tube Column In filled With SCC by Using Nx-Nastron. International Journal of Advance Research, Ideas and Innovations in Technology, 3(2) www.IJARIIT.com.
MLA
Madhu B. N, Dr. N. S Kumar. "Validation of Ultimate Axial Load Carrying Capacity on Composite Steel Tube Column In filled With SCC by Using Nx-Nastron." International Journal of Advance Research, Ideas and Innovations in Technology 3.2 (2017). www.IJARIIT.com.
Madhu B. N, Dr. N. S Kumar. Validation of Ultimate Axial Load Carrying Capacity on Composite Steel Tube Column In filled With SCC by Using Nx-Nastron, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.
APA
Madhu B. N, Dr. N. S Kumar (2017). Validation of Ultimate Axial Load Carrying Capacity on Composite Steel Tube Column In filled With SCC by Using Nx-Nastron. International Journal of Advance Research, Ideas and Innovations in Technology, 3(2) www.IJARIIT.com.
MLA
Madhu B. N, Dr. N. S Kumar. "Validation of Ultimate Axial Load Carrying Capacity on Composite Steel Tube Column In filled With SCC by Using Nx-Nastron." International Journal of Advance Research, Ideas and Innovations in Technology 3.2 (2017). www.IJARIIT.com.
Abstract
This Research focuses on validation of Ultimate axial load carrying capacity of CFST column filled with Light weight concrete and self-compacting concrete using NASTRON. Three-dimensional nonlinear finite element modal is developed to study the force transfer effect between concrete and hollow steel tube. Model is developed for understanding the complex behavior of conventional composite circular steel tube and self-compacting concrete infilled tube with various grades and different diameters (D), thickness (t) and length (l). Using hyper mesh, the model is meshed and model is used in NASTRON finite element software. The result obtained for M20, M30 Grades of SCC concrete is compared with Analytical Codal relations along with standard results obtained from previous Researchers.
