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Due to the use of new technologies and innovative materials in civil engineering (reinforcement, recycled or natural materials), the design of geotechnical earth structures has become more complex, involving improvements to existing numerical models in order to consider the specific mechanical behaviours of each component in the structure.
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For each mode, local experimental and numerical analysis was carried out that led to the identification of the independent non-linear behaviour of each component.
5) Provide a denotational semantics of an assembly of components, in order to define the behaviour of such a system in terms of the individual behaviour of each component and of the formal definition of inter-component communication primitives.
Extensive finite element analyses (FEA) were used to develop and calibrate the nonlinear behaviour of each component for monotonic loading only, in which the yield and ultimate strength, as well as the initial and secant stiffness of each component were taken into account.
This study was based on the individual behaviour of each component of the composite section (i.e. reinforced concrete beam and external steel plate).
This study is based on the individual behaviour of each component of the composite sandwich section (i.e. reinforced concrete beam and upper steel plate and lower steel plate).
In this context the mathematical modelling of the cell cycle has a relevant role to quantify the behaviour of each component of the systems.
The database integrates information about genes and proteins involved in the cell cycle process, stores complete models of the interaction networks and allows the mathematical simulation over time of the quantitative behaviour of each component.
In this direction, many researchers have reported the findings of the interactions of clay-granular matrix and their influence on the engineering behaviour depending on the proportion of each component (sand/gravel or clay being present in the soil [8, 9, 10] to name a few).
The overall performance of coal blend and the individual behaviours of their component coals are analysed, with special reference to the influences of particle size and coal type.
Expansion tests with whole plaques could avoid these limitations partially, but cannot assess the material behaviour of each individual plaque component.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com