Abstract
Interlaminar beam tests in the form of three-point and four-point flexure are examined both experimentally and analytically. Experimental data are obtained on unidirectional composites. Photomicrographs of actual failure modes and results of a stress analysis based on classical theory of elasticity are utilized to supplement the experimental data. Complex failure modes in the presence of extremely high combined stress gradients are observed and cast serious doubts on the usefulness of interlaminar-beam experiments for characterizing the delamination resistance of composite materials. Further difficulties are encountered with ductile-matrix-resin composites.
Similar content being viewed by others
References
Browning, C.E., Abrams, F.L. and Whitney, J.M., “A Four-Point Shear Test for Graphite-Epoxy Composites,” Composite Materials: Quality Assurance and Processing, ASTM STP 797, ed. C.E. Browning, ASTM, 54–74 (1983).
Berg, C.A., Tirosh, J. and Israeli, M., “Analysis of Short Beam Bending of Fiber Reinforced Composites,” Composite Materials: Testing and Design (2nd Conf.), ASTM STP 497, ASTM 206–218 (1972).
Sandorff, P.E., “Saint-Venant Effects in an Orthotropic Beam,”J. Comp. Mat.,14,199–212 (July1980).
Whitney, J.M., “Elasticity Analysis of Orthotropic Beams Under Concentrated Loads,”Comp. Sci. and Tech.,22,167–184 (1985).
Morris, G.E., “Determining Fracture Directions and Fracture Origins on Failed Graphite/Epoxy Surfaces,” Nondestructive Evaluation and Flaw Criticality for Composite Materials, ed. R.B. Pipes, ASTM, 274–297 (1979).
Weil, N.A. andDaniel, I.M., “Analysis of Fracture Probabilities in Non-uniformly Stressed Brittle Materials,”J. Amer. Cer. Soc.,47,268–274 (June1964).
Author information
Authors and Affiliations
Rights and permissions
About this article
Cite this article
Whitney, J.M., Browning, C.E. On short-beam shear tests for composite materials. Experimental Mechanics 25, 294–300 (1985). https://doi.org/10.1007/BF02325100
Received:
Revised:
Issue Date:
DOI: https://doi.org/10.1007/BF02325100