Resolution of the twentieth century conundrum in elastic stability:
There have been stability theories developed for beams, plates and shells - the most significant elements in mechanical, aerospace, ocean and marine engineering. For beams and plates, the theoretical and experimental values of buckling loads are in close vicinity. However for thin shells, the experi...
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| Format: | Elektronisch E-Book |
| Sprache: | English |
| Veröffentlicht: |
Singapore
World Scientific Pub. Co.
c2014
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| Schlagworte: | |
| Online-Zugang: | FHN01 URL des Erstveroeffentlichers |
| Zusammenfassung: | There have been stability theories developed for beams, plates and shells - the most significant elements in mechanical, aerospace, ocean and marine engineering. For beams and plates, the theoretical and experimental values of buckling loads are in close vicinity. However for thin shells, the experimental predictions do not conform with the theory, due to presence of small geometric imperfections that are deviations from the ideal shape. This fact has been referred to in the literature as 'embarrassing', 'paradoxical' and 'perplexing'. Indeed, the popular adage, "In theory there is no difference between theory and practice. In practice there is", very much applies to thin shells whose experimental buckling loads may constitute a small fraction of the theoretical prediction based on classical linear theory; because in practice, engineers use knockdown factors that are not theoretically substantiated. This book presents a uniform approach that tames this prima-donna-like and capricious behavior of structures that has been dubbed the 'imperfection sensitivity' - thus resolving the conundrum that has occupied the best minds of elastic stability throughout the twentieth century |
| Beschreibung: | xv, 333 p. ill |
| ISBN: | 9789814583541 |
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| 520 | |a There have been stability theories developed for beams, plates and shells - the most significant elements in mechanical, aerospace, ocean and marine engineering. For beams and plates, the theoretical and experimental values of buckling loads are in close vicinity. However for thin shells, the experimental predictions do not conform with the theory, due to presence of small geometric imperfections that are deviations from the ideal shape. This fact has been referred to in the literature as 'embarrassing', 'paradoxical' and 'perplexing'. Indeed, the popular adage, "In theory there is no difference between theory and practice. In practice there is", very much applies to thin shells whose experimental buckling loads may constitute a small fraction of the theoretical prediction based on classical linear theory; because in practice, engineers use knockdown factors that are not theoretically substantiated. This book presents a uniform approach that tames this prima-donna-like and capricious behavior of structures that has been dubbed the 'imperfection sensitivity' - thus resolving the conundrum that has occupied the best minds of elastic stability throughout the twentieth century | ||
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| id | DE-604.BV044640326 |
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| indexdate | 2024-07-10T07:57:57Z |
| institution | BVB |
| isbn | 9789814583541 |
| language | English |
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| physical | xv, 333 p. ill |
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| spelling | Elishakoff, Isaac Verfasser aut Resolution of the twentieth century conundrum in elastic stability Isaac Elishakoff Singapore World Scientific Pub. Co. c2014 xv, 333 p. ill txt rdacontent c rdamedia cr rdacarrier There have been stability theories developed for beams, plates and shells - the most significant elements in mechanical, aerospace, ocean and marine engineering. For beams and plates, the theoretical and experimental values of buckling loads are in close vicinity. However for thin shells, the experimental predictions do not conform with the theory, due to presence of small geometric imperfections that are deviations from the ideal shape. This fact has been referred to in the literature as 'embarrassing', 'paradoxical' and 'perplexing'. Indeed, the popular adage, "In theory there is no difference between theory and practice. In practice there is", very much applies to thin shells whose experimental buckling loads may constitute a small fraction of the theoretical prediction based on classical linear theory; because in practice, engineers use knockdown factors that are not theoretically substantiated. This book presents a uniform approach that tames this prima-donna-like and capricious behavior of structures that has been dubbed the 'imperfection sensitivity' - thus resolving the conundrum that has occupied the best minds of elastic stability throughout the twentieth century Elastic analysis (Engineering) Elastic plates and shells Erscheint auch als Druck-Ausgabe 9789814583534 http://www.worldscientific.com/worldscibooks/10.1142/9086#t=toc Verlag URL des Erstveroeffentlichers Volltext |
| spellingShingle | Elishakoff, Isaac Resolution of the twentieth century conundrum in elastic stability Elastic analysis (Engineering) Elastic plates and shells |
| title | Resolution of the twentieth century conundrum in elastic stability |
| title_auth | Resolution of the twentieth century conundrum in elastic stability |
| title_exact_search | Resolution of the twentieth century conundrum in elastic stability |
| title_full | Resolution of the twentieth century conundrum in elastic stability Isaac Elishakoff |
| title_fullStr | Resolution of the twentieth century conundrum in elastic stability Isaac Elishakoff |
| title_full_unstemmed | Resolution of the twentieth century conundrum in elastic stability Isaac Elishakoff |
| title_short | Resolution of the twentieth century conundrum in elastic stability |
| title_sort | resolution of the twentieth century conundrum in elastic stability |
| topic | Elastic analysis (Engineering) Elastic plates and shells |
| topic_facet | Elastic analysis (Engineering) Elastic plates and shells |
| url | http://www.worldscientific.com/worldscibooks/10.1142/9086#t=toc |
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