Titlebook: Recent Advances in Theoretical, Applied, Computational and Experimental Mechanics; Proceedings of ICTAC B. N. Singh,Arnab Roy,Dipak Kumar M

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Fatigue Life Assessment of an Existing Railway Bridge in India Incorporating Uncertainty,damage. Also, the probability of fatigue failure of the bridge is estimated which indicates a risk of 77% damage of the critical members after 80 years. It is observed that fatigue failure is supposed to occur in between 80 and 90 years of service. The probabilistic approach with direct MCS yields the most conservative prediction.

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Free Vibration Analysis of the Functionally Graded Porous Circular Arches in the Thermal Environmen, temperature change, porosity index, and thickness to length ratio, with both distributions of porosity (even and uneven porosity distributions), on the frequency parameter of the arch have been studied.

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Multi-scale Simulation of Elastic Waves Containing Higher Harmonics,quirement of minimum grid point density per wavelength limits the computational stability, convergence, and accuracy of simulation of engineering application by numerical method. The purpose of this paper is to provide an improved framework for simulation of linear and nonlinear elastic wave propaga

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Effect of Skewness on Random Frequency Responses of Sandwich Plates,er order zigzag theory (HOZT) considering random input parameters. It satisfies the transverse shear stress continuity condition and the transverse flexibility effect. The in-plane displacement throughout the thickness is assumed to vary cubically while transverse displacement is considered to vary

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Design and Simulation of 3-DoF Strain Gauge Force Transducer,measured using strain gauges. Usually, the force transducers, being unidirectional, are able to sense only axial force or torque. This paper presents an innovative force transducer for sensing triaxial loads and moments pertaining to its unique shape which allows strategic placement of strain gauges

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Free Vibration Analysis of Laminated Composite Plates and Shells Subjected to Concentrated Mass at shell. Two types of mass lumping schemes (RWOERI and RWERI) have been proposed in the present study. In one of the mass lumping schemes, effect of rotary inertia has been included. First-order shear deformation theory has been incorporated in the formulation. The entire finite element programme has

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