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In this paper, mode shapes of a cracked beam with a rectangular cross section beam are analysed using finite element method.
In this paper, it is shown that a flat constant cross section beam can be elastically shaped to parabolic curvature to very high accuracy using a simple set of end moments and forces.
An experimental program was carried out with RC T-cross section beams strengthened in shear using steel ETS bars.
For this purpose, an experimental program composed of four Rectangular and five T-cross section beams was executed to assess the strengthening efficiency of HCPs technique.
To explore the potentialities of the ETS technique for the shear strengthening of RC beams, an experimental program was carried out, composed of RC T-cross section beams shear strengthened by using steel bars.
The described research allows better understanding to the fire behaviour of steel members of Class 4 cross-section beams.
Square cross-section beams with two different aspect ratios were subject to a prescribed translational and rotational displacement rate.
A number of applications involving both axisymmetric and doubly symmetric cross-section beams are presented and pertinent conclusions are outlined.
Static behavior of thin-walled laminated composite closed cross-section beams having variable stiffness is investigated in this study.
In order to solve the structural problem, a special one-dimensional element for thin walled cross-section beams is implemented.
In order to show the capabilities of the proposed methodology, both solid and thin-walled cross-section beams are considered.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com