Research Article
Dec 1982
Dynamic Fracture of Beam under Transverse Load
Publication: Journal of the Engineering Mechanics Division
Volume 108, Issue 6
Abstract
The dynamic fracture response of a long beam of brittle elastic material subjected to a transverse time-dependent concentrated load is investigated. If the magnitude of this load is increased to a critical value, a crack will propagate from the tensile side of that cross section. An analysis is presented which relates the transverse force, the bending moment, the axial force, and the crack length at the fracturing section. Consequently, the crack length and other parameters of interest can be determined for any given force. The analysis is applied to several specific examples and typical results are presented. If the value of the elastic modulus is appropriately modified, the results also apply for plane strain fracture of a plate subjected to a line load.
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Published In
Journal of the Engineering Mechanics Division
Volume 108 • Issue 6 • December 1982
Pages: 1025 - 1035
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Dec 1982
Published online: Feb 3, 2021
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Authors
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Hojjat Adeli, AM.ASCE
Research Assoc. Prof., Dept. of Civ. Engrg., The Univ. of Utah, 3012 Merrill Engrg. Bldg., Salt Lake City, Utah 84112
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.