Abstract
The Cold Formed Steel (CFS) Wall Panels are generally utilized as the structural components in low- and mid-rise CFS structures (residential & industrial buildings). This study presents the Nonlinear Finite Element Analyses (NFEA) using ANSYS of CFS wall panels with 10 different configurations. The non-linearity in the numerical model presented consists of materialistic nonlinearity, geometric imperfections and connection nonlinearity. In this paper, CFS wall panels’ response is obtained based on the nonlinear behavior of the structural components. The numerical simulations of geometric imperfection in the models are considered are based on the 1st and 2nd eigenvalue buckling modes. The effect of screw spacing and sheathing has been studied. The analyses results of numerical modelling using ANSYS for axial strength are compared with American Iron and Steel Institute (AISI) specifications.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Ye, J., Feng, R., Chen, W., & Liu, W. (2016). Behavior of cold-formed steel wall stud with sheathing subjected to compression. Journal of Constructional Steel Research, 116, 79–91.
AISI (American Iron and Steel Institute). (2012). North American specification for the design of cold-formed steel structural members. AISI S100–12 .
Schafer, B. W. (2008). The direct strength method of cold-formed steel member design. Journal of Constructional Steel Research, 64(7–8), 766–778.
Lee, J. H., Mahendran, M., & Makelainen, P. (2003). Prediction of mechanical properties of light gauge steels at elevated temperatures. Journal of Constructional Steel Research, 59(12), 1517–1532.
Schafer, B. W., & Pekoz, T. (1998). Direct strength prediction of cold-formed steel members using numerical elastic buckling solutions.
DeSalvo, G. J., & Swanson, J. A. (1985). ANSYS engineering analysis system user’s manual. Houston, PA: Swanson Analysis Systems.
Schafer, B. W. (2012). CUFSM 4.05–Finite strip buckling analysis of thin-walled members. Baltimore, USA: Department of Civil Engineering, Johns Hopkins University.
Acknowledgements
This research was supported by CSIR-CBRI, Roorkee.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2020 Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Dewangan, A., Bhatt, G., Sonkar, C. (2020). Axial Strength Estimation of Cold Formed Steel Wall Panels Through Numerical Modeling. In: Babu, K., Rao, H., Amarnath, Y. (eds) Emerging Trends in Civil Engineering. Lecture Notes in Civil Engineering, vol 61. Springer, Singapore. https://doi.org/10.1007/978-981-15-1404-3_9
Download citation
DOI: https://doi.org/10.1007/978-981-15-1404-3_9
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-15-1403-6
Online ISBN: 978-981-15-1404-3
eBook Packages: EngineeringEngineering (R0)