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Structural sensitivities are often required in dynamic analyses of engineering structures, such as system identification and control, structural modification and optimization.
Multidimensional stress strain and damage analyses of engineering structural components with the help of numerical simulations are of great interest.
In analyses of engineering systems, fundamental quest remains the distribution of certain entities (matter, energy) into the space.
In many analyses of engineering problems based on boundary element methods, a large number of regular and/or singular domain integrals must be accurately evaluated over a single domain.
When applied to rolled sheet metals, such as high strength steels and aluminum alloys, the criterion can be treated in an analytical form to facilitate analyses of engineering problems under a general triaxial stress state.
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Detailed stress analyses of complicated engineering composite structures are computationally challenging due to the complexities of the microstructure.
The proposed fully tensorial approach provides a method that will assist with probabilistic-related analyses of rock engineering structures.
The aim of this paper is to show the capabilities of the method for transient analyses of complex engineering structures submitted to impact loadings.
This study presents a nonlinear optimization technique (NOT) for conducting the back analyses of geotechnical engineering problems based on the field observations.
This paper is concerned with an efficient implementation of material models suitable for the analyses of large-scale engineering problems.
Approximation methods are widely used to alleviate the computational burden of engineering analyses.
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