Titlebook: Recent Advances in Computational Mechanics and Simulations; Volume-I: Materials Sandip Kumar Saha,Mousumi Mukherjee Conference proceedings

attenuate

Influence of Concrete Fill on the Buckling Characteristics of Slender Circular Steel Tubes360-16 classifies circular concrete-filled steel tubes (CFSTs) as compact, non-compact and slender based on the section slenderness ratio .=?./. (outer diameter/thickness of the steel tube). The steel in compact and non-compact sections yield before buckling, and slender sections are assumed to buck

生來(lái)

GEAR

Nonlinear Analysis of Mooring System for an Offshore Desalination PlatformIOT), Chennai has studied various configurations of floating platform and has designed and tested scaled down models of Semi-submersible and Spar based floating platform for accommodating Low Temperature Thermal Desalination (LTTD) plant. The Spar platform is to be permanently moored at 1000?m of wa

含糊

interference

Vibration Analysis of Functionally Graded Material Platentinuous and smoothly varying composition. Nine noded heterosis plate element is used to formulate the elastic stiffness matrix and mass matrix. The results are also extracted from Abaqus CAE by using S8R5 shell elements. Free vibration analysis is done to obtain the different modes as well as the f

impaction

Mast-Cell

認(rèn)識(shí)

Rejuvenate

A Geometrically Inspired Model for Kirchhoff Shells with Cartan’s Moving Framesdescribe the geometry of smooth manifolds. In this setup, the defining geometrical features of the non-Euclidean manifold co-evolve with deformation, which means that the model is inherently equipped to accurately describe (possibly irreversible) changes in the referential geometry. Insights from th

Graduated

3-Dimensional Analysis of Fixed-Headed Single Pile and 2?×?2 Pile Group in Multilayered Soilf wind, traffic, earth pressure, water wave, seismic forces or their combined action. The analysis and design of piles, subjected to such lateral forces, are very important for ensuring the serviceability of the supported structure. This article reports the lateral load behavior of a fixed-headed fl