Abstract
This paper presents experimental research and finite element analysis (FEA) on a new type of frame wall that has fiber cement pressure (FCP) panel as sheathing. Some new structural details for the connection and energy conservation are proposed. In order to evaluate the bending capacity of the FCP frame wall, eight specimens with the parameters of stud spacing, connection styles, window opening, and loading sides were tested under uniformly distributed loads. The measurements of each material property were taken before the bending tests. Failure modes, load-deformation curves, and the strain of some key points were all obtained. The results indicate that the designed parameters affected the ultimate bearing capacity and failure mode of the specimens. Moreover, a non-linear FE model was made and verified against the tests. Results of FEA agree well with the experiment in failure modes and load-deformation curves. Therefore, FEA was confirmed as reliable for the prediction of the loading process. Finally, extended parametric analysis of FCP frame wall was conducted.
Similar content being viewed by others
References
Abdel-Rahman. N,. Sivakumaran. K. S. (1997). “Material Properties Models for Analysis of Cold-Formed Steel Members”. Journal of Structural Engineering, ASCE, 123(9), pp. 1135–1143.
AAMA TIR-A11-04. Maximum allowable deflection of framing systems for building cladding components at design wind loads.
Alberdi, R., Przywara, J., Khandelwal, K. (2013). Performance evaluation of sandwich panel systems for blast mitigation. Engineering Structures, 56, pp. 2119–2130.
Benayoune, A. (2003). “A precast concrete sandwich panel as a building system.” Ph.D. Thesis, University of Putra, Malaysia.
Benayoune, A., Samad, A. A., Trikha, D. N., Ali, A. A., Ellinna, S. H. M. (2008). “Flexural behaviour of pre-cast concrete sandwich composite panel-Experimental and theoretical investigations.” Construction and Building Materials, 22(4), pp. 580–592.
Cho, Y. B., Averill, R. C. (2000). “First-order zig-zag sublaminate plate theory and finite element model for laminated composite and sandwich panels”. Composite structures, 50(1), pp. 1–15.
Cheng. Q. H., Lee. H. P., Lu. C. (2006). “A numerical analysis approach for evaluating elastic constants of sandwich structures with various cores.” Composites Structures, 74(2), pp. 226–236.
Davies, J. M. (2008). “Lightweight Sandwich Construction”. John Wiley and Sons.
Einea. A. (1992). “Structural and thermal efficiency of precast concrete sandwich panel system.” Ph.D. thesis, University of Nebraska-Linkoln, Omaha, NE.
GJG133 (2001). Technical code for metal and stone curtain wall engineering. Chinese National Standard (In Chinese).
GB 50009 (2012). Load code for the design of building structures. Chinese national standard (In Chinese).
Gara, F., Ragni, L., Roia, D., Dezi, L. (2012). “Experimental tests and numerical modelling of wall sandwich panels.” Engineering Structures, 37, pp. 193–204.
Landolfo, R., Fiorino, L., Corte, G. D. (2006). “Seismic behavior of sheathed cold-formed structures: physical tests.” Journal of Structural Engineering, 132(4), pp. 570–581.
Pavese, A., Bournas, D. A. (2011). “Experimental assessment of the seismic performance of a prefabricated concrete structural wall system.” Engineering Structures, 33(6), pp. 2049–2062.
Qin, PC. (2011). “Theoretical and experimental study on the bending behavior of metal faced sandwich panel”. Ph.D. Thesis, Harbin Institute of Technology. (In Chinese).
Rezaeifard, M., Salami, S. J., Dehkordi, M. B., & Sadighi, M. (2016). “A new nonlinear model for studying a sandwich panel with thin composite faces and elasticplastic core.” Thin-Walled Structures, 107, pp. 119–137.
Russo, A., Zuccarello, B. (2007). “Experimental and numerical evaluation of the mechanical behaviour of GFRP sandwich panels”. Composite Structures, 81(4), pp. 575–586.
Serrette, R., Ogunfunmi, K. (1996). “Shear Resistance of Gypsum-sheathed Light-gauge Steel Stud wall”. Journal of Structural Engineering. 122(4), pp. 383–389.
Serrette, R., Encalada, J., Juadines, M., Nguyen, H. (1997). “Static Racking Behavior of Plywood OSB, Gypsum and Fiberboard Walls with Metal Framing”. Journal of Structural Engineering, 123(8), pp. 1079–1086.
Serrette, R., Lam, I., Qi, H., Hernandez, H., Toback, A. (2006). “Cold-formed steel frame shear walls utilizing structural adhesives.” Journal of Structural Engineering, 132(4), pp. 591–599.
Telue, Y., Mahendran, M. (2004). “Behaviour and design of cold-formed steel wall frames lined with plasterboard on both sides”. Engineering Structures (26), pp. 567–579.
Zeynalian, M., Ronagh, H. R. (2015). “Seismic performance of cold formed steel walls sheathed by fiber-cement board panels”. Journal of Constructional Steel Research 107, pp. 1–11.
Zhang, Y., Wang, C., Zhang, Z. (2007). “Tests and finite element analysis of pin-ended channel columns with inclined simple edge stiffeners”. Journal of Constructional Steel Research 63(3), pp. 383–395.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Zhou, B., Liu, M. & Wang, C. Evaluation of Bending Capacity of a New Type of Cold-Formed Steel Frame Wall Sheathed by Fiber-Cement Pressure Panels. Int J Steel Struct 18, 317–335 (2018). https://doi.org/10.1007/s13296-018-0324-3
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s13296-018-0324-3