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contributor authorS. Zhu
contributor authorY. Cai
contributor authorS. S. Chen
date accessioned2017-05-08T22:37:41Z
date available2017-05-08T22:37:41Z
date copyrightSeptember 1995
date issued1995
identifier other%28asce%290733-9399%281995%29121%3A9%281003%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84288
description abstractA mathematical model based on the unsteady-flow theory is presented for wake-induced vibration of an elastic circular cylinder in the wake of another circular cylinder. Motion-dependent fluid forces were measured for six cylinder arrangements. From measured fluid forces, fluid-damping and stiffness coefficients were calculated as a function of reduced flow velocity and oscillation amplitude. Once the fluid-force coefficients are known, the stability of an elastic cylinder in the wake of a stationary cylinder can be analyzed. The characteristics of dynamic instability were calculated for both coupled and uncoupled models. Results show that the unsteady-flow theory is a simple and useful model that can be applied to predict cylinder response. The model presented, based on the unsteady-flow theory and direct measurement technique, provides an adequate characterization of the fluid effects for a cylinder in the wake of another one.
publisherAmerican Society of Civil Engineers
titleExperimental Fluid-Force Coefficients for Wake-Induced Cylinder Vibration
typeJournal Paper
journal volume121
journal issue9
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1995)121:9(1003)
treeJournal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 009
contenttypeFulltext


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