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On the buckling of fiber-bundle type beams (EN)

Σταυρουλακης Γεωργιος (EL)
Μιχαλόπουλος Αθανάσιος (EL)
Νικολαΐδης Θεμιστοκλής (EL)
Michalopoulos Athanasios (EN)
Stavroulakis Georgios (EN)
Nikolaidis Themistoklis (EN)
Baniotopoulos, Charalambos C., 1958- (EN)

journalArticle

2007


Euler was the first who studied for engineering applications important problem of buckling arising in a simple, monolithic beam loaded axially by a concentrated load. As it has been shown from two solutions of the problem due to Timosenko theory, the elastic foundation increases the critical buckling load of the beam. Starting from the previous classical results, a mechanism to enhance the buckling strength of a cantilevered beam is investigated. In the place of a single, one-element, monolithic cross-section, the use of a bundle of more than one, similar or not, single cross-sections, placed with parallel axes, and staying in free (unilateral) contact along their adjacent boundaries, is proposed. (EN)

Applied mechanics,Engineering, Mechanical,mechanics applied,applied mechanics,engineering mechanical (EN)
Engineering, Mechanical,mechanical engineering,engineering mechanical (EN)

English

Jordan University of Science and Technology (EN)

Πολυτεχνείο Κρήτης (EL)
Technical University of Crete (EN)




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