Dynamic behavior of double cantilever beams subjected to impact

International Journal of Pressure Vessels and Piping

Volumn 78, Issue 1, 2001, Pages 49-57

  Yu, T X ^a   Yang, J L ^b   Reid, S R ^c  

^a HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Hong Kong)

^b BEIHANG UNIVERSITY   (China)

^c UNIVERSITY OF MANCHESTER   (United Kingdom)

Author keywords

Double cantilever beams; Dynamic response; Elatic; Energy partitioning; Impact; Perfectly plastic; Perfectly platic; Rigid

Indexed keywords

COMPUTER SIMULATION; DYNAMIC RESPONSE; ELASTICITY; FINITE ELEMENT METHOD; MASS TRANSFER; RIGIDITY; STRUCTURAL ANALYSIS;

NONLINEAR BEAM THEORY; SOFTWARE PACKAGE DYNA3D;

CANTILEVER BEAMS;

BEAM; CANTILEVERED STRUCTURE; DYNAMIC BEHAVIOR; IMPACT;

EID: 0035901487     PISSN: 03080161     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0308-0161(01)00003-5     Document Type: Article

References (13)

1. The permanent deformation of a cantilever struck transversely at its tip
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5. Elastic effect in the dynamic plastic response of structures
6. Dynamic elastic-plastic behaviour of whipping pipes: Experiments and theoretical model
7. An elastic-plastic hardening-softening cantilever beam subjected to a force pulse at its tip: A model for pipe whip
8. Coupling of dynamic plastic deformation in multi component structures
9. Mode approximations for impulsively loaded rigid plastic structures
10. A note on determining the initial velocity of modal