Numéro
J. Phys. IV France
Volume 07, Numéro C3, August 1997
EURODYMAT 1997 - 5th International Conference on Mechanical and Physical Behaviour of Materials under Dynamic Loading
Page(s) C3-295 - C3-299
DOI https://doi.org/10.1051/jp4:1997352
EURODYMAT 1997 - 5th International Conference on Mechanical and Physical Behaviour of Materials under Dynamic Loading

J. Phys. IV France 07 (1997) C3-295-C3-299

DOI: 10.1051/jp4:1997352

Dynamic Stress Concentration Factor in the Strip Plate with Fillet

N. Nakayama1, M. Ohashi1, T. Sano2, S. Horikoshi3 and H. Takeishi4

1  Department of Precision Engineering, Graduate School, Chiba Institute of Technology, 2-17-1 Tudanuma, Narashino City, Chiba Prefecture 275, Japan
2  Mechanical Engineering Laboratory, A.I.S.T., M.I.T.I., 1-2 Namiki, Tsukuba City, Ibaraki Prefecture 305, Japan
3  A.E.S., 1-6-1 Takezono, Tukuba City, Ibaraki Prefecture 305, Japan
4  Department of Precision Engineering, Chiba Institute of Technology, 2-17-1 Tudanuma, Narashino City, Chiba Prefecture 275, Japan


Abstract
Dynamic and static stress concentration factors αDmax and αS generated at a fillet part are observed by photoelastic method, and the comparison between two different factors is carried out. Next, the reflection coefficient A is calculated using the height of incident and reflected waves measured by the strain gauge. As the result, following relationship αDmax=(1+A)αs is derived experimentally. The equation shows that the maximum dynamic stress concentration factor αDmaxis easily calculated using the static stress concentration factor α and the the reflection coefficient A.


Résumé
Les facteurs de concentration de contrainte dynamique αDmax et statique αs dans un épaulement sont observés photoélastiquement. Ensuite, le coefficient de réflexion A est calculé en utilisant les hauteurs de vagues incidentes et réfléchies mesurées par jauge à fil résistant. La relation αDmax=(1+A)αs est obtenue expérimentalement. Cette équation montre que le facteur dynamique de concentration de contrainte est facilement calculé en utilisant le facteur statique et le coefficient de réflexion A.



© EDP Sciences 1997