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R. A. Schapery

Researcher at Texas A&M University

Publications -  6
Citations -  1752

R. A. Schapery is an academic researcher from Texas A&M University. The author has contributed to research in topics: Crack growth resistance curve & Viscoelasticity. The author has an hindex of 6, co-authored 6 publications receiving 1616 citations.

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Journal ArticleDOI

Correspondence principles and a generalized J integral for large deformation and fracture analysis of viscoelastic media

TL;DR: In this paper, a quasi-static deformation and fracture analysis for nonlinear viscoelastic media and sample applications are given. But the authors focus on predicting mechanical work available at the crack tip for initiation and continuation of growth.
Journal ArticleDOI

A theory of crack initiation and growth in viscoelastic media

TL;DR: In this paper, a theory is developed for predicting the time-dependent size and shape of cracks in linearly viscoelastic, isotropic media, and a local energy criterion of failure at the tip is introduced, which is applicable to both constant and transient tip velocities.
Journal ArticleDOI

A theory of crack initiation and growth in viscoelastic media II. Approximate methods of analysis

TL;DR: In this paper, simple approximate relations are derived for predicting the time of fracture initiation and crack tip tip velocity in linearly viscoelastic media, assuming that the second derivative of the logarithm of creep compliance is small.
Book ChapterDOI

On the mechanics of crack closing and bonding in linear viscoelastic media

TL;DR: In this paper, the mechanics of quasi-static crack closing and bonding of surfaces of the same or different linear viscoelastic materials are described, and a study of time-dependent joining of initially curved surfaces under the action of surface forces of attraction and external loading is presented.
Journal ArticleDOI

A method for predicting crack growth in nonhomogeneous viscoelastic media

TL;DR: In this article, a method for obtaining viscoelastic stresses and displacements from elastic solutions is described, and the traction boundary condition for the crack faces is not in general satisfied by these results; however, it is shown by modifying the failure zone in the elastic problem this condition can be met, and an integral equation for the stress in the modified failure zone is derived.