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Fibre beam elements have vast applications to simulate the behaviour of reinforced concrete beam/column members.
Fibre beam elements were comprehensively used before to model the behaviour of different structural systems with great accuracy.
In this paper, a fibre beam element is treated as a degenerated solid element, and a unified concrete constitutive model is proposed for the degenerated solid element.
In industrial processes using fibre beam delivery of high peak power laser light, diffractive optical elements are a very useful and flexible tool in maximising the amount of light reaching the work surface.
If normal-shear interaction is ignored, separated normal and shear constitutive laws are usually used in fibre beam elements, which is invalid to simulate shear failure in beam/column members with small or medium shear span-to-depth ratios.
A nonlinear and time-dependent fibre beam element model able to simulate the response of existing reinforced concrete (RC) frame structures subjected to repair and strengthening interventions is presented in this paper.
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The method is then applied to improve the fibre beam-column element models to generate a new prediction model which was found to predict to be able to accurately predict the flexure stiffness of RC walls.
In the first set of experiments partial pole placement is applied to a lightweight glass-fibre beam using macro fibre composite (MFC) actuators and sensors.
11% Cr ferritic stainless steel conforming to EN 1.4003 standard was surface hardened by a continuous-wave fibre laser beam.
This paper focuses on evaluation and modelling of three point flexural test of fibre concrete beams.
A nonlinear fibre based beam-column element model which considers the spread of plasticity along the element is used.
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