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Shear Behavior of Reinforced Concrete Deep Beams with Web Openings
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 Title & Authors
Shear Behavior of Reinforced Concrete Deep Beams with Web Openings
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In building construction, openings of the story-height deep beams are usually required for accessibility and service lines such as air conditioning ducts, drain pipes and electric units. It is known that the main parameters affecting the load bearing capacity of deep beams with web openings are size, shape, location and reinforcements of openings. However, there have been no pertinent theories and national design codes for predicting ultimate shear strength of reinforced concrete deep beams with web openings. In this study, the shear behavior of simply supported reinforced concrete deep beams with web openings subject to concentrated loads has been scrutinized experimentally. A total of 34 specimens, the geometry of openings, its reinforcements and shear span to depth ratio, being taken as the experimental variables, has been cast and tested in the laboratory. The effects of these structural parameters on the shear strength and crack initiation and propagation have been carefully checked and analyzed. From the tests, it has been observed that the failures of all specimens were due to shear mechanism and the ultimate strength of specimens varies according to the location of openings, by which the formation of compression struts between the loading points and supports are deterred. All of the test results of specimens have been compared with the formulas proposed by previous researchers. The results were closely coincident with the formulas given by Ray and Kong's equation except for some X series specimens having a larger dimension of openings beyond the geometric limits of proposed equations.
deep beams;web openings;shear-span to depth ratio;web reinforcements;compression struts;
 Cited by
콘크리트 구조설계기준,

한국콘크리트학회지, vol.11. 1, pp.191-200

The Indian Concrete Journal, vol.53. pp.242-246

Magazine of concrete Research, vol.29. 99, pp.81-91