Research Article
Feb 1964
Collapse of Arches Under Repeated Loading
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VIEW THE REPLYAuthors: Vicenzo Franciosi, Giuliano Augusti, and Renato SparacioAuthor Affiliations
Publication: Journal of the Structural Division
Volume 90, Issue 1
Abstract
Within the framework of the simple plastic theory, a procedure is developed for the analysis of structures subjected to repeated loading and, therefore, liable to incremental collapse or alternating plasticity, or both, when two stress components must be considered. The domains of variation of the stress components in the elastic range are determined first. The plastic analysis is an extension of the well-known methods for the shakedown analysis of rectangular frames. The procedure is illustrated with reference to a reinforced concrete, uniform-section, fixed-end arch subjected to uniformly distributed live loads and variable temperature variations.
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Published In
Journal of the Structural Division
Volume 90 • Issue 1 • February 1964
Pages: 165 - 202
Copyright
© 1964 American Society of Civil Engineers.
History
Published in print: Feb 1964
Published online: Feb 1, 2021
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Vicenzo Franciosi
Prof. of Scienza delle Costruzioni, Faculty of Engrg., Univ. of Naples, Naples, Italy
Giuliano Augusti
Asst. Lecturer, Faculty of Engrg., Univ. of Naples, Naples, Italy
Renato Sparacio
Lecturer and Libero Docente, Faculty of Engrg., Univ. of Naples, Naples, Italy
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