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One approach on dynamic problems are through understanding changes in bending stiffness and utilized the varying bending rigidity into beam theory or beam finite element analysis.
An efficient technique based on one dimensional beam finite element analysis for vibration of thin-walled laminated composite beams having open and closed sections is proposed in this paper.
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A new study of the short- and long-term deflections of simply-supported composite beams using finite element analysis and artificial neural networks (ANNs) is presented.
The experimental results were also used to determine the adequacy of existing conventional concrete material models to numerically simulate the shear behaviour of CRC beams using finite element analysis.
Stress was predicted using beam theory and finite element analysis (FEA).
In this contribution, a homogenized beam finite element for modal analysis considering a double symmetric cross-section made of a Functionally Graded Material (FGM) is presented.
The last part of the study focuses on performing a numerical study on steel cellular beams by utilizing finite element analysis.
In this study, a parametric study on the accordion effect has been performed by a total of 24 corrugated webbed steel beams utilizing the finite element analysis.
The proposed p-version finite element formulation and crack modeling are validated by analytical literature results of intact FGM beams and two-dimensional finite element analysis of cracked FGM beams with different supporting conditions and material gradients.
To study the heat transfer mechanism and mechanical behavior of the RC beam, transient thermal-stress finite element analysis is performed using the ANSYS.
In this paper, a simple shear-flexible rectangular layered FRP-reinforced concrete slab element is developed based on Mindlin Reissner plate theory and Timoshenko's composite beam functions for nonlinear finite element analysis of FRP-reinforced concrete slabs.
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