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An analytical method to predict the ultimate strength of the Steel Concrete Steel sandwich beams with various types of shear connectors was developed and its accuracy was ascertained by comparing with the test results.
An important feature of the results presented here is the simplicity and relative ease with which these expressions can be applied to beams with various types of boundary conditions.
The model, validated here for the simply supported and clamped ends, may be used in further works to present the flexural linear and nonlinear constrained vibrations of beams with various types of discontinuities in the mass or in the elasticity distributions.
Kayacik et al. (2008) developed integral equation approach for piezopatch vibration control of beams with various types of damping.
Having established the accuracy of the finite element method to predict the load-carrying capacity, a parametric study was carried out to assess the effect of various parameters on the behaviour of steel beams with various types of web openings.
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The objective of this study is to evaluate moment capacity based on interfacial shear stress of reinforced concrete (RC) beams strengthened with various types of fiber reinforced polymer (FRP) sheets.
Our concern is to investigate the static response of a beam with various types of loading and boundary conditions (BCs) by making use the modified kernel and the kernel corresponding to the two phase nonlocal integral (TPNI) model.
This paper presents a Ritz-type analytical solution for buckling and free vibration analysis of functionally graded (FG) sandwich beams with various boundary conditions using a quasi-3D beam theory.
This apparatus can be used with various types of beams and for both hadrontherapy and radioisotope production.
In addition, from extensive experience with various types of valves, the GV produces beams with rather low peak intensity.
The study involved 282 patients with various types of cancer.
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