1993
DOI: 10.1016/0020-7403(93)90079-a
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The large-deflection pure bending properties of a square thin-walled tube

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Cited by 38 publications
(9 citation statements)
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“…Starting from the examination of the techniques for experimental investigation used in previous works found in the literature [1,7,8,17], a proper test rig was designed and built at the Safety and Reliability Laboratory of the second Engineering Faculty of the Politecnico di Torino, in order to perform quasi static experimental bending tests (uniaxial and biaxial) on thin walled beams (Figs. 2 and 3).…”
Section: Test Equipmentmentioning
confidence: 99%
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“…Starting from the examination of the techniques for experimental investigation used in previous works found in the literature [1,7,8,17], a proper test rig was designed and built at the Safety and Reliability Laboratory of the second Engineering Faculty of the Politecnico di Torino, in order to perform quasi static experimental bending tests (uniaxial and biaxial) on thin walled beams (Figs. 2 and 3).…”
Section: Test Equipmentmentioning
confidence: 99%
“…With some of the reference test apparatus [7,8], the inverse mechanism cannot develop because of the imposed constraints. One of the few works in which an inverse mechanism was systematically observed is the very recent one that deals with the collapse in conditions of oblique load [18,19].…”
Section: Article In Pressmentioning
confidence: 99%
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“…Although this machine was designed for pure bending, in reality it imposed some tensile forces at large rotation angles, and in order to avoid this phenomenon, modifications were made to Cimpoeru and Muny [I71 test rig. This current paper, will again modify the original pure bending machine in [16] through to that in [17] in order to further increase the rotation angle so that large sections could be tested at higher loads.…”
Section: Introductionmentioning
confidence: 97%
“…Experiments about pure bending of square thin-walled tubes were also conducted by Cimpoeru and Murray [11] by using a unique bending machine that was capable of applying a pure bending moment to large deflections without significant shear or tensile forces. The momentrotation curves were measured up to and beyond bending collapse.…”
Section: Introductionmentioning
confidence: 99%