Tapered beam on elastic foundation model for compliance rate change of TDCB specimen

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Keywords: Compliance; Contoured double cantilever beam; Elastic foundation; Experimental characterization; FRP composites; Fracture toughness; Mode-I fracture test; Tapered beam; Wood

Document Type: Research Article

DOI: http://dx.doi.org/10.1016/S0013-7944(02)00023-1

Affiliations: Department of Civil Engineering, Auburn Science & Engineering Center, The University of Akron, 44325-3905, Akron, OH, USA

Publication date: January 1, 2003

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