Optimum design of cross-sectional profiles of pultruded box beams with high ultimate strength

Author:

Gan Lian-Hong,Ye Lin,Mai Yiu-Wing

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference27 articles.

1. Weaver PM, Ashby MF. The optimal selection of material and section-shape, J. Eng. Des. 1996;7(2):129–150

2. Maji AK, Acree R, Satphthi D, Donnelly, K. Evaluation of pultruded FRP composites for structural applications. J. Mat. Civil Eng. 1997;9(3):154–158

3. Gilchrist MD, Kinloch AJ, Matthews FL, Osiyemi SO. Mechanical performance of carbon-fibre- and glass-fibre-reinforced epoxy I-beams: I. Mechanical behaviour. Compo. Sci. Tech. 1996;56(1):37–53

4. Mosallam AS. Pultruded composites: Materials for the 21st century. In: Leon DM, Richard PC, Pamela A, William HF, editors. 22nd International SAMPE Technical Conference, Vol. 22, 1990;23–49

5. Johansen E, Wilson R, Roll F, Ritche P. Ultimate strength characteristics of an FRP/Kevlar cable structural system. In: Proceeding of Composite Institute's 48th Annual Conference, The Society of the Plastics Industry, 1993;1–3

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