The Structural Engineer > Archive > Volume 69 (1991) > Issues > Issue 11 > Evaluation of Design Analysis for Pultruded Fibre-Reinforced Polymeric Box Beams
Name of File 5439-69-11.pdf cached at 15/12/2017 23:42:44 - with 10 pages. pdfPath: E:\k9.istructe.org\CMS\webtest\files\f8\f8e121e6-9f57-4cdd-8b7b-c363b239638b.pdf. thumbPath: E:\k9.istructe.org\CMS\webtest\files\pdfthumbs\f8e121e6-9f57-4cdd-8b7b-c363b239638b_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: f8e121e6-9f57-4cdd-8b7b-c363b239638b_1.png

Members/subscribers must be logged in to view this article

Evaluation of Design Analysis for Pultruded Fibre-Reinforced Polymeric Box Beams

Twenty-three tests have been used to evaluate a simplified design analysis for the ultimate resistance of fibre-reinforced polymeric box beams. This analysis assumes failure in any one of five distinct modes and is based on linear elastic thin-wall theory. Four different hollow box profiles have been tested in three-point bending. They were manufactured by the pultrusion process. The material is a vinylester-based matrix, reinforced with two types of continuous E-glass fibre. For the assessment, it has been necessary to measure the section flexural moduli and material compressive strengths. These vary according to the composition by weight of the two fibre reinforcement types. The strengths of the box beams and their modes of failure are reported. When the beam span is long, the design analysis can predict ultimate resistance accurately, providing that a modification is made for thick walls. However, at short spans the analysis is inappropriate because the mode of failure is not in one of the modes assumed in the design analysis. J.T. Mottram

Author(s): Mottram, J T

Keywords: box beams;reinforcement;fibres;thin walled structures;pultruded;appraising