Numerical Analysis of Structural Panels with Insulation Subjected to Bending and Eccentric Vertical Loads

Authors

  • Eduardo M. Sosa West Virginia University, Department of Mechanical, Materials, and Aerospace Engineering. Morgantown, West Virginia, United States.
  • Suyai Fernández Ingenia Nqn, Neuquén, Argentina.
  • Rossana C. Jaca Universidad Nacional del Comahue, GMNE. Neuquén, Argentina

DOI:

https://doi.org/10.70567/mc.v41i3.16

Keywords:

Structural Insulated Panel, Finite element analysis, Bending, Eccentric vertical load

Abstract

Structural insulated panels are an alternative material for residential housing and lightweight industrial construction. These panels consist of a core made of high-density expanded polystyrene, surrounded by a wooden frame, and sandwiched between two outer layers of wooden oriented strand board (OSB). The OSB layers are bonded to the core using high-strength adhesives. This work presents the results of finite element simulations carried out to evaluate the behavior of a panel subjected to static tests involving eccentric vertical loads and four-point bending. The panel is modeled using linear hexahedral solid elements with a general-purpose code. Linear buckling analysis and geometrically nonlinear analysis are conducted, comparing the numerical results with experimental data for both loading configurations.

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Published

2024-11-08

Issue

Section

Conference Papers in MECOM 2024