Stresses in Open Section Fiber Reinforced Composite Beams Under Constant Shear Loadingby Albert G. Zvarick, Vanderbilt Univ, Nashville, United States,
Thomas A. Cruse, Vanderbilt Univ, Nashville, United States,
Abstract: A strength of materials approach from the ply level is used to derive expressions for stresses in statically determinate open section composite beams subjected to constant shear loading. Torsion is considered, but limited to 'small' angles of twist. Full coupling effects are considered. Constrained warping and shear deflections are not considered.
Subject Headings: Composite beams | Shear strength | Shear stress | Fiber reinforced composites | Structural strength | Load factors
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