Behaviour of Grey Cast Iron Under Combined Bending and Tension

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Behaviour of Grey Cast Iron Under Combined Bending and Tension

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dc.contributor.author Shawki, G. S. A. en_US
dc.date.accessioned 2009-11-25T13:07:26Z
dc.date.available 2009-11-25T13:07:26Z
dc.date.issued 1989 en_US
dc.identifier.citation Engineering Journal of Qatar University, 1989, Vol. 2, Pages 91-115. en_US
dc.identifier.uri http://hdl.handle.net/10576/8032
dc.description.abstract This paper deals with the strength of grey cast iron components subjected to combined bending and tension, this case of loading being met in C-frames and clamps, crane hooks and various eccentrically—loaded protruding machine parts. Specimens of rectangular as well as trapezoidal sections, made of flake graphite cast iron, were tested under conditions of eccentric loading. With due consideration of non-linearities and inequalities in stress-strain relations in tension and compression, stress distribution for these sections was obtained from strain measurements. The ratio of bending to tensile stress components is herein shown to play a significant role in locating the neutral plane and in identifying the dominating failure stress. The value 2, for this ratio, is shown to draw some demarkation border between the two modes of fracture encountered in the tests. The apparent superiority of bending strength over tensile strength is herein attributed to the widely differing stress-strain relations in tension and compression. en_US
dc.language.iso en en_US
dc.publisher Qatar University en_US
dc.subject Applied Mechanics en_US
dc.title Behaviour of Grey Cast Iron Under Combined Bending and Tension en_US
dc.type Article en_US
dc.identifier.pagination 91-115 en_US
dc.identifier.volume 2 en_US

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