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- W830406903 abstract "The strength of the compressed zone of a bent beam is characterized by three coefficients the values of which depend on the shape of the transverse section. These coefficients can be calculated for all concrete components using a general theory. This report describes short-term tests carried out to verify the theory for several transverse section shapes (triangular, rectangular and T-shape). Prisms, the section of which varied in shape, were subjected to eccentric loading. Test results agree with theoretical results especially with regard to the ratio of unitary shortening of the compressed zone of the section for all three shapes. This ratio is 1:1.5:2 and remains constant for any quality of concrete. The characteristics of the compressed zone were calculated from the extension-stress curve for the ultimate strength calculation defined in the new specifications DIN 1C45. The curve was plotted using results obtained on rectangular prisms, taking into account the reduction in strength due to fatigue. An attempt is made to verify if this extension-stress curve (which gives exact results for rectangular sections) represents the effect of fatigue for triangular and T-sections accurately. /IRRD/" @default.
- W830406903 created "2016-06-24" @default.
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- W830406903 date "1969-01-01" @default.
- W830406903 modified "2023-09-27" @default.
- W830406903 title "STRENGTH TEST ON THE ZONE OF A BEAM UNDER FLEXURAL STRESS. INFLUENCE OF PROFILE SHAPE" @default.
- W830406903 hasPublicationYear "1969" @default.
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