Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.14279/1039
Title: | Evaluation of Dam Strength by Finite Element Analysis | Authors: | Papaleontiou, Chryssis Tassoulas, John L. |
Major Field of Science: | Engineering and Technology | Field Category: | ENGINEERING AND TECHNOLOGY | Keywords: | Concrete;Failure;Computer systems;Finite element method | Issue Date: | Jun-2012 | Source: | Earthquake and Structures, 2012, vol. 3, no. 3-4, pp. 457-471 | Volume: | 3 | Issue: | 3-4 | Start page: | 457 | End page: | 471 | Link: | http://search.proquest.com/docview/1038254005?accountid=36246 | Journal: | Earthquakes and Structures | Abstract: | Current code procedures for stress and stability analysis of new and existing concrete-gravity dams are primarily based on conventional methods of analysis. Such methods can be applied in a straightforward manner but there has been evidence that they may be inaccurate or, possibly, not conservative. This paper presents finite element modeling and analysis procedures and makes recommendations for local failure criteria at the dam-rock interface aimed at predicting more accurately the behavior of dams under hydraulic and anchoring loads. | URI: | https://hdl.handle.net/20.500.14279/1039 | ISSN: | 20927614 | Rights: | © ProQuest LLC. All rights reserved. | Type: | Article | Affiliation: | University of Texas | Affiliation : | University of Texas | Publication Type: | Peer Reviewed |
Appears in Collections: | Άρθρα/Articles |
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