2 DEGREES OF FREEDOM MODELING OF PRECRACKED BEAMS UNDER IMPACT

Citation
Pr. Marur et al., 2 DEGREES OF FREEDOM MODELING OF PRECRACKED BEAMS UNDER IMPACT, Engineering fracture mechanics, 53(3), 1996, pp. 481-491
Citations number
13
Categorie Soggetti
Mechanics
ISSN journal
00137944
Volume
53
Issue
3
Year of publication
1996
Pages
481 - 491
Database
ISI
SICI code
0013-7944(1996)53:3<481:2DOFMO>2.0.ZU;2-X
Abstract
Impact loading of three point bend specimens is modeled as a lumped ma ss-spring system with two degrees of freedom. The model gives all the forces involved in the impact process, viz. load measured by the tup i nstrumentation, contact force and the force experienced by the specime n. With a simplifying assumption of applicability of static crack-tip field solutions, the dynamic stress intensity factor (SIF) is computed from the beam force. Dynamic fracture toughness is obtained from the SIF at fracture initiation. The model explains the typical features of tup load and beam response records observed in instrumented Charpy te sting. The model predictions are compared with results of experiments conducted on aluminum 6061 T6 and polymethylmethacrylate (PMMA).