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Evaluation on the Shear Performance of U-type Precast Prestressed Beams
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 Title & Authors
Evaluation on the Shear Performance of U-type Precast Prestressed Beams
Yu Sung-Yong;
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 Abstract
Shear tests were performed on four ends of full scale U-type beams which were designed by optimum process for the depth with a live load of 4903Pa. The ratio of width to depth of full scale 10.5 m-span, composite U-type beams with topping concrete was greater than 2. Following conclusions were obtained from the evaluation on the shear performance of these precast prestressed beams. 1) Those composite U-type beams performed homogeneously up to the failure load, and conformed to ACI Strength design methods in shear and flexural behaviors. 2) The anchorage requirements on development length of strand In the ACI Provisions preyed to be a standard to determine a failure pattern within the limited test results of the shallow U-type beams. 3) Those all shear crackings developed from the end of the beams did not lead to anchorage failure. However, initiated strand slip may leads the bond failure by increasing the size of diagonal shear crackings. 4) The flexural mild reinforcement around the vertical center of beam section was effective for developments of a ductile failure.
 Keywords
U-type;wide barn;shear span;development length;failure pattern;
 Language
Korean
 Cited by
1.
볼트 접합 및 프리스트레스를 적용한 프리캐스트 콘크리트 보-기둥 외부접합부의 내진실험,이동주;이주동;오태수;강현구;

한국콘크리트학회논문집, 2014. vol.26. 2, pp.125-133 crossref(new window)
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Seismic Experiment of Precast Concrete Exterior Beam-Column Joint Using Bolt Type Connection and Prestressing Method, Journal of the Korea Concrete Institute, 2014, 26, 2, 125  crossref(new windwow)
2.
Structural behavior of precast concrete deck with ribbed loop joints in a composite bridge, Smart Structures and Systems, 2016, 17, 4, 559  crossref(new windwow)
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