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This study investigates the origin of the strain rate effect on the mechanical behavior of a discontinuous glass fiber reinforced ethylene propylene copolymer (EPC) matrix composite.
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Automorphicformsarefunctionsontheupperhalfplanewithaspecialtra- formation behavior under a discontinuous group of non-euclidean motions in the upper half plane.
First, this paper presents some experiments conducted to identify the behavior of a stack of unidirectional discontinuous viscous prepregs subjected to through-thickness compression.
Both species are post-pioneer forest trees with a colonizing behavior and a discontinuous spatial distribution.
Finite element methods have been used to study the continuum aspects of the creep behavior of unidirectional discontinuous composites loaded parallel and transverse to the fiber axis.
The existence of infinitely many solutions for a Sturm-Liouville boundary value problem, under an appropriate oscillating behavior of the possibly discontinuous nonlinear term, is obtained.
The discontinuous change constraint constrains the behavior of a system at a time point on which it changes discontinuously.
The paper begins with a short overview of the recent work done in the field of discontinuous reinforced composites, focusing on the different parameters which influence the material behavior of discontinuous reinforced composites, as well as the various analysis approaches undertaken.
In order to numerically analyze the behavior of discontinuous rock masses, sufficient mechanical properties must be determined not only for discontinuities but also for intact rock taking into consideration the different scale effects.
The steady-state dose response behavior of a bistable switch is a saddle-node bifurcation that captures abrupt, discontinuous transitions.
Dynamic properties of rock joints are of great interest to mining engineers, seismologists and geoscientists in characterizing the dynamic mechanical behavior of discontinuous rock mass.
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