Synopsis
Excerpt from Die Knickfestigkeit
Für die Vermittlung der sehr wertvollen Beobachtungen, die bei den vom „board of Engineers fur den Neubau der Quebec brücke 1912 und 1913 durchgeführten Versuchen gemacht wurden, bin ich meinem Freunde dr.-ing. H. Grether besonderen Dank schuldig. Durch das Entgegenkommen des „board konnten in 55 63 und 64 diese sehr ergebnisreichen Untersuchungen zum ersten Male veröffentlicht und zugleich gezeigt werden, daß die Theorie auch diesen sehr ins Große gesteigerten Verhältnissen gerecht wird.
Die Drucklegung dieses Buches haben die Karlsruher Hochschul vereinigung und die Wissenschaftliche Gesellschaft der Universität Freiburg i. B. Durch Bewilligung je einer finanziellen Unterstützung, welche die in den Zeitverhältnissen liegenden Schwierigkeiten über winden half, in großherziger Weise ermöglicht. Auch die Verlags buchhandlung J. Springer hat durch ihr Entgegenkommen die Heraus gabe der Arbeit in jeder Weise gefördert; sie hat für sorgfältigen Satz und gute Ausstattung alles getan. Es ist mir eine angenehme Pflicht, beiden Körperschaften wie auch dem Verlag an dieser Stelle für ihre Unterstützung danken zu dürfen.
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Die Knickfestigkeit (Classic Reprint)
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Paperback. Condition: New. Print on Demand. This book addresses the theory of elastic stability, a crucial aspect of engineering and construction, particularly in the design of bridges, buildings, and other structures. Prior to the author's groundbreaking work, this aspect of engineering had yet to be fully developed and understood. This book presents the results of the author's own research and experimentation, building on the work of previous scholars such as Euler, expanding the theory of elastic stability and providing practical formulas for use by engineers. Through a meticulous examination of the behavior of columns under compressive loads, the author challenges the prevailing Eulerian theory and establishes the concept of a critical load, distinguishing between the stable and unstable equilibrium of a compressed column. This critical load is defined as the transition point at which a small disturbance causes the column to buckle, and the author develops a formula to calculate this critical load based on the column's length, cross-sectional shape, and material properties. The book also explores the influence of various factors on the stability of compressed columns, including the effects of eccentric loading, shear forces, and the column's own weight. Through rigorous mathematical analysis and experimentation, the author provides a comprehensive understanding of the elastic stability of columns, laying the groundwork for future advancements in structural engineering and ensuring the safety and reliability of load-bearing structures. This book is a reproduction of an important historical work, digitally reconstructed using state-of-the-art technology to preserve the original format. In rare cases, an imperfection in the original, such as a blemish or missing page, may be replicated in the book. print-on-demand item. Seller Inventory # 9780366426010_0
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Die Knickfestigkeit Classic Reprint
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PAP. Condition: New. New Book. Shipped from UK. Established seller since 2000. Seller Inventory # LW-9780366426010
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Die Knickfestigkeit Classic Reprint
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PAP. Condition: New. New Book. Shipped from UK. Established seller since 2000. Seller Inventory # LW-9780366426010
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