@article{20103013093333 ,
language = {English},
copyright = {Compilation and indexing terms, Copyright 2023 Elsevier Inc.},
copyright = {Compendex},
title = {Punching shear behavior of two-way slabs reinforced with high-strength steel},
journal = {ACI Structural Journal},
author = {Yang, Jun-Mo and Yoon, Young-Soo and Cook, William D. and Mitchell, Denis},
volume = {107},
number = {4},
year = {2010},
pages = {468 - 475},
issn = {08893241},
abstract = {The punching shear behavior of slabs reinforced with high-strength steel reinforcement was studied and compared with that of slabs reinforced with conventional steel reinforcement. The high-strength steel selected for this research conforms to ASTM A1035-07. The influences of the flexural reinforcement ratio, concentrating the reinforcement in the immediate column region, and using steel fiber-reinforced concrete (SFRC) in the slab on the punching shear resistance, post-cracking stiffness, strain distribution, and crack control were investigated. In addition, the test results were compared with the predictions using various design codes. The use of high-strength steel reinforcement and SFRC increased the punching shear strength of slabs, and concentrating the top mat of flexural reinforcement showed beneficial effects on post-cracking stiffness, strain distribution, and crack control. Copyright &copy; 2010, American Concrete Institute. All rights reserved.<br/>},
key = {Stiffness},
keywords = {Cracks;Fiber reinforced materials;High performance concrete;Reinforced concrete;High strength steel;Shear flow;Steel fibers;},
note = {Beneficial effects;Conventional steel;Flexural reinforcement;High strength reinforcement;Punching shear;Punching shear strength;Slabs;Strain distributions;},
}

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