Zobrazeno 1 - 5
of 5
pro vyhledávání: '"James D. Cargile"'
Publikováno v:
Shock and Vibration, Vol 15, Iss 2, Pp 127-135 (2008)
A physical model of low-velocity probe penetration is developed to characterize soil by type, strength, maximum compaction, and initial density using Newton's second law to describe the processes controlling probe momentum loss. The probe loses momen
Externí odkaz:
https://doaj.org/article/2fe9c0bf2da1478095995de24cd5e280
Publikováno v:
International Journal of Impact Engineering. 36:926-939
The study of penetrator performance without free-surface effects can require prohibitively large monolithic targets. One alternative to monolithic targets is to use segmented targets made by stacking multiple concrete slabs in series. This paper pres
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ee67012fe7730ff5d2ea531706e46c4b
https://doi.org/10.1016/j.ijimpeng.2008.10.006
https://doi.org/10.1016/j.ijimpeng.2008.10.006
Publikováno v:
International Journal of Impact Engineering. 32:1584-1594
We conducted sets of experiments with three diameters of concrete targets that had an average compressive strength of 23 MPa (3.3 ksi) and 76.2-mm-diameter, 3.0 caliber-radius-head, 13-kg projectiles. The three target diameters were D = 1.83 , 1.37,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a0ddcb597c08f33f6e6defa4cec18fd0
https://doi.org/10.1016/j.ijimpeng.2005.01.012
https://doi.org/10.1016/j.ijimpeng.2005.01.012
Publikováno v:
Shock and Vibration, Vol 15, Iss 2, Pp 127-135 (2008)
A physical model of low-velocity probe penetration is developed to characterize soil by type, strength, maximum compaction, and initial density using Newton's second law to describe the processes controlling probe momentum loss. The probe loses momen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7885aced9ede0a3f28c9223163bffebd
Autor:
Kent T. Danielson, Andreas O. Frank, Mark D. Adley, James D. Cargile, Stephen A. Akers, Bruce Patterson, Stephanie Termaath
Publikováno v:
International Journal of Structural Stability and Dynamics. 12:1250024
A new software package called the Virtual Penetration Laboratory (VPL) has been developed to automatically generate and optimize penetration resistance functions. We have used this VPL code to generate highly "tuned" penetration resistance functions
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::aa58e489843f8e7395416cdc34f57779
https://doi.org/10.1142/s0219455412500241
https://doi.org/10.1142/s0219455412500241