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Strain-based strength model for direct punching shear of interior slab-column connections

Cited 26 time in Web of Science Cited 31 time in Scopus
Issue Date
2011-03-01
Publisher
ELSEVIER SCI LTD
Citation
ENGINEERING STRUCTURES; Vol.33 3; 1062-1073
Keywords
SlabsFailure criteriaSlab-column connectionsPunching shear
Abstract
A strength model was developed to predict the direct punching shear strength of interior slab-column connections without shear reinforcement. At slab-column connections damaged by flexural cracking, it was assumed that the punching shear force was resisted mainly by the compression zone of the critical section. The punching shear strength at the critical section was determined at the intersection between the shear capacity curve and the demand curve. The shear capacity was defined by the material failure criteria of concrete, addressing the effect of the slab flexural stresses on the shear stress capacity of concrete. The shear demand was defined as a shear force required to develop the flexural moment of the slab. For the application of the proposed model to design practice, a simplified strength model was also developed, introducing two modification factors involving in the size effect and non-uniform shear stress distribution. For verification, the proposed strength model was applied to existing test specimens tested by other researchers. (C) 2010 Elsevier Ltd. All rights reserved.
ISSN
0141-0296
Language
English
URI
https://hdl.handle.net/10371/75082
DOI
https://doi.org/10.1016/j.engstruct.2010.12.032
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College of Engineering/Engineering Practice School (공과대학/대학원)Dept. of Architecture and Architectural Engineering (건축학과)Journal Papers (저널논문_건축학과)
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