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Experimental free vibration of CFRP cantilever beam elements were investigated by dynamic tests; damage of CFRP specimens were locally due to double notches close to the fixed end with different reduction of section and bending stiffness.
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Structural glass timber composite beams and shear wall elements were investigated in terms of their mechanical behaviour, energy performance and their LCA performance.
The dynamic stability of a simply supported beam with additional discrete elements was investigated in the paper.
A fiber beam-column element is investigated, which adopts the proposed concrete damage model and the Menegotto Pinto approach for steel rebars.
Furthermore two node beam elements were used to model beams.
A 3D finite element beam element model is investigated for the behavior, the buckling and the post-buckling analyses of thin-walled tapered beams with open cross sections.
The use of beam elements is also not exceptional.
A co-rotational finite element formulation of slender curved beam element is presented to investigate the effect of member initial curvature on the dynamic behaviour of planar flexible mechanisms.
The piezoelectric beam element is based on Timoshenko beam theory.
The compressive deformation behavior in the longitudinal direction of graded Ti 6Al 4V meshes fabricated by electron beam melting was investigated using experiments and finite element methods (FEM).
Three technological approaches were investigated and optimised by using analytical and finite element analysis: single crystal Si beams with implanted piezoresistors, SiO2 cantilever with poly-Si piezoresistors and polymeric beams with gold strain gauges.
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