Chapter
Apr 26, 2012
Punching Shear Behavior of Reinforced Concrete Hollow Slab
Authors: Y. Z. Wang [email protected], Y. Y. Sun [email protected], L. N. Wang [email protected], and Y. Chen [email protected]Author Affiliations
Publication: Earth & Space 2008: Engineering, Science, Construction, and Operations in Challenging Environments
Abstract
Reinforced concrete hollow slabs are among the most common structural elements. In spite of the large number of slabs designed and built, the effect of holes on their punching shear behavior are not always appreciated or properly taken into account. The present work reports the testing results of 9 reinforced concrete hollow slabs and analysis results of 80 reinforced concrete solid slabs which were designed to against punching shear. The deformation of slab, stress of steel reinforcement and crack development are analyzed. Curved cracks, bending and shearing cracks, punching shear ring cracks and horizontal cracks between steel reinforcement and concrete are observed in the tests. The testing results show that punching shear strength of reinforced concrete hollow slab is affected by effective thickness of slab, the ratio of hollowness, the concrete strength, the strength and reinforcement ratio and loading area. The punching shear strength model of reinforced concrete hollow slab is also proposed.
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Published In
Earth & Space 2008: Engineering, Science, Construction, and Operations in Challenging Environments
Pages: 1 - 7
Copyright
© 2008 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Affiliations
Shandong University, Jinan250061, China. E-mail: [email protected]
Shandong Provincial Expressway Group Project Consultation CO., LTD, Jinan250014, China. E-mail: [email protected]
Shandong Urban Construction Vocational College, Jinan250014, China. E-mail: [email protected]
Shandong University, Jinan250061, China. E-mail: [email protected]
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