Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Deformation and Fracture Behavior of a Rubber-Toughened Epoxy. Part 2. Failure Criteria
In Part I the microstructure and fracture characteristics of a rubber-modified epoxy, and for comparison those of the unmodified epoxy, were examined in detail. Based on this analysis a qualitative mechanism involving shear yielding and plastic flow was proposed. As an extension of this work, the present paper considers the yield behavior of the epoxy material and uses this data, together with the previously reported fracture results, to calculate values of the crack opening displacement.
Deformation and Fracture Behavior of a Rubber-Toughened Epoxy. Part 2. Failure Criteria
In Part I the microstructure and fracture characteristics of a rubber-modified epoxy, and for comparison those of the unmodified epoxy, were examined in detail. Based on this analysis a qualitative mechanism involving shear yielding and plastic flow was proposed. As an extension of this work, the present paper considers the yield behavior of the epoxy material and uses this data, together with the previously reported fracture results, to calculate values of the crack opening displacement.
Deformation and Fracture Behavior of a Rubber-Toughened Epoxy. Part 2. Failure Criteria
A. J. Kinloch (Autor:in) / S. J. Shaw (Autor:in) / D. L. Hunston (Autor:in)
1983
9 pages
Report
Keine Angabe
Englisch
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