Crack morphology and load carrying capacity of the deep beams reinforced orthogonally
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Published:
Sep 11, 2014
Issue Vol. 13 No. 3 (2014)
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Comments concerning crack width calculation in joints of steel-concrete composite slabs
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Methods of analysis of a reinforced concrete section under bending with axial force in the post-yield range
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Crack morphology and load carrying capacity of the deep beams reinforced orthogonally
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Main Article Content
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Abstract
The paper presents the results of experimental study carried out by authors on the deep beams with cantilever which was loaded throughout the depth. The main deep beam was directly simply supported on the one side. On the other side the deep beam was suspended in another deep member situated at right angles. All deep beams created a spatial arrangement. The tested deep beams were reinforced orthogonally. Crack patterns and the mode of the failure as well shear concrete were analyzed for their influence on load carrying capacity of the deep beams.
Keywords:
concrete reinforced, deep beams, cracks, load carrying capacity, shear concrete strength
Article Details
Nagrodzka-Godycka, K., Knut, A. and Zmuda-Baszczyn, K. (2014) “Crack morphology and load carrying capacity of the deep beams reinforced orthogonally”, Budownictwo i Architektura, 13(3), pp. 127–134. doi: 10.35784/bud-arch.1790.
