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Two types of finite element models were developed: a detailed finite element model with the actual scaffold geometry, and a solid shell-like model with effective material properties.
A detailed finite element model has been created by using the finite element code Abaqus® which, thanks to the different implemented algorithms, allowed considering both intra-laminar and inter-laminar failure criteria.
This involves a detailed finite element model that represents the plate-like honeycomb microstructure with three-dimensional shell elements obeying an elastic plastic constitutive law.
A detailed finite element model (FEM) is created, considering material nonlinearity and component interaction.
The fundamental period of the cylindrical tank was determined by adopting two different approaches: 1. a detailed finite element (FE) model; 2. a simplified methodology based on a SDOF analogy. . a detailed finite element (FE) model; a simplified methodology based on a SDOF analogy.
A fairly extensive experimental investigation are conducted in conjunction with a detailed finite element analysis.
Whilst a detailed finite element analysis can be performed it is often very time consuming.
In the present work, a detailed finite element (FE) model of CNT agglomerates is proposed.
The radial tension demand is first established by combining a mechanical based model with a detailed finite element analysis.
A detailed finite element modeling approach in investigating the structural behavior of shallow cellular composite floor beam is presented.
A detailed finite element model was created to predict the static flexural behavior of the bridge superstructure under live loads.
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