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An existing micro-mechanical solution was employed to model the material behaviour of the interface element.
This article presents a new test enabling the behaviour of the interface to be studied whilst retaining the sample's integrity.
The finite element (FE) model focused particularly on the nonlinear behaviour of the interface between a precast wall and cast in-situ column.
Therefore, the assessment of the mechanical behaviour of the interface is critical to the development of the masonry strengthening system based on the application of strengthening overlays.
This paper describes experimental work and the results of investigating the mechanical behaviour of the interface between aggregates and asphaltic concrete.
The first is concerned with the development of a representative unit cell capable of accurately describing the local elastic plastic behaviour of the interface in metal matrix composites under thermal and mechanical loads.
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The method is based on the fatigue degradation of a bilinear interface element and the paper studies the dependence of the predicted behaviour on the interface element size, Δl, and the number of cycles per increment, ΔN.
A Mohr-Coulomb failure criterion was used to reproduce the behaviour of the interfaces between the layers.
The dependence of this contamination on the properties of the fluids has been addressed in a simple model that serves to illustrate well the observed behaviour of the interfaces formed by switching.
The most comprehensive study of bone cement interface to day was carried out by Mann and his associates [5,8 10], including modelling the tensile behaviour of the cement bone interface [8], mechanical strength of the bone cement interface in shear and tension [9], mixed mode [5] and creep-fatigue damage [10].
The behaviour of the fibre matrix interface cracks was studied by means of a Linear Elastic Brittle Interface Model (LEBIM).
More suggestions(17)
behaviour of the links
behaviour of the connections
characteristics of the interface
behaviour of the pigeon
behaviour of the escape
behaviour of the scheduler
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behaviour of the design
behaviour of the vCell
behaviour of the conjugate
behaviour of the police
behaviour of the user
behaviour of the geometry
behaviour of the system
behaviour of the government
behaviour of the test
behaviour of the model
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