A platform for research: civil engineering, architecture and urbanism
Higher modal dynamic plastic behavior of beams loaded impulsively
The higher modal dynamic plastic response of fully clamped beams has been examined using various rigid perfectly plastic theoretical procedures and a numerical elastic-plastic computer code. The theoretical predictions agree reasonably well with the corresponding experimental values on strain rate insensitive beams which were subjected to first and second modal initial velocity distributions. However, all the experimental results for the third mode case lie below the various theoretical methods and numerical results, the reason for which is possibly due to he neglect of transverse shear effects. (Hannebauer)
Higher modal dynamic plastic behavior of beams loaded impulsively
The higher modal dynamic plastic response of fully clamped beams has been examined using various rigid perfectly plastic theoretical procedures and a numerical elastic-plastic computer code. The theoretical predictions agree reasonably well with the corresponding experimental values on strain rate insensitive beams which were subjected to first and second modal initial velocity distributions. However, all the experimental results for the third mode case lie below the various theoretical methods and numerical results, the reason for which is possibly due to he neglect of transverse shear effects. (Hannebauer)
Higher modal dynamic plastic behavior of beams loaded impulsively
Dynamisch-plastisches Verhalten eingespannter Traeger im Bereich hoeherer Eigenfrequenzen bei stossweiser Belastung
Jones, N. (author) / Loares, C.A. (author)
US Government Reports ; 1-56
1976
56 Seiten
Report
English
Inelastic behavior of impulsively loaded beams
Engineering Index Backfile | 1957
|Inelastic Behavior of Impulsively Loaded Beams
ASCE | 2021
|TECHNICAL PAPERS - Plastic Deformations of Impulsively Loaded, Rigid-Plastic Beams
Online Contents | 2000
|Failure and detachment path of impulsively loaded plates
Elsevier | 2020
|