Plastic response of cantilevers with stable cracks

Published

Journal Article

Simple analytical models and experiments are employed to demonstrate the structural response of a cantilever beam with a stable crack subjected to impact loading. The mode of plastic deformation is shown to depend very strongly upon the size and location of the crack; and the permanent damage suffered by a cracked beam is found to be significantly different in magnitude and character from that of a correspondingly-loaded uncracked beam. © ASCE.

Full Text

Duke Authors

Cited Authors

  • Petroski, HJ; Verma, A

Published Date

  • January 1, 1985

Published In

Volume / Issue

  • 111 / 7

Start / End Page

  • 839 - 853

International Standard Serial Number (ISSN)

  • 0733-9399

Digital Object Identifier (DOI)

  • 10.1061/(ASCE)0733-9399(1985)111:7(839)

Citation Source

  • Scopus