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An interacting triangular tube bundle model is developed using capillaries of equilateral triangle cross sections.
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In this work vibration damping response of a SMPF bundle is experimentally studied through Dynamic Mechanical Analyzer (DMA) machine, and a numerical model is developed to correlate the loss/storage moduli to the damping/stiffness characteristics of the SMPF system.
Another recirculation model was developed and compared to the data at 50 kW m−2where the flow in the bundle was markedly two dimensional.
Based on the dry-cooling tower with vertically arranged heat exchanger bundles around the circumference, air-side flow and heat transfer models are developed for three typical height to diameter ratios of tower.
Three models are developed.
Our variation of the fiber bundle model is to deal with the elastic fiber bundle model, first proposed by Batrouni et al. (2002b).
A site-bond model with elastic-brittle spring bundles is developed here for analysis of the mechanical behaviour of cement paste.
A recently proposed microstructure-informed site-bond model with elastic-brittle spring bundles is developed further to predict the evolution of elastic properties and fracture behaviour of cement paste.
On the basis of this, contextual relationship between the identified Lean practice bundles is developed.
Based on the MM simulations, a generalized tension-shear chain model with four dimensionless parameters is developed to guide the design of CNT bundles for optimized mechanical properties.
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