Energy Dissipation of Nonlinear Critically Damped Systems During Impact-Reference-Cited by-同舟云学术

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Energy Dissipation of Nonlinear Critically Damped Systems During Impact

Published:1967-09-01 Issue:3 Volume:34 Page:674-678
ISSN:0021-8936
Container-title:Journal of Applied Mechanics
language:en
Short-container-title:

Author:

Lakin G.¹,Sachs H. K.²

Affiliation:

1. Ling-Temco-Vought, Inc., Warren, Mich.

2. Wayne State University, Detroit, Mich.

Abstract

The paper discusses the criteria of the most effective energy dissipation of either an object falling upon a viscoelastic foundation or a vehicle striking a barrier, such that the impacting mass does not separate (rebound) from the support structure, and the maximum deceleration of the striking mass is a minimum.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Link

http://asmedigitalcollection.asme.org/appliedmechanics/article-pdf/34/3/674/5448622/674_1.pdf

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Impact of a linearly elastic rod on a thin linearly viscoelastic target;Journal of Sound and Vibration;1979-05

2. Impact absorber with linear spring and quadratic law damper;Journal of Sound and Vibration;1976-09

3. Forced Oscillations of Mixed Damped Symmetric and Asymmetric Systems;The Journal of the Acoustical Society of America;1971-05

4. Characteristics of a Nonlinear Supercritically Damped Mass Elastic System;Journal of Applied Mechanics;1968-12-01

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