@article{20140217173401 ,
language = {English},
copyright = {Compilation and indexing terms, Copyright 2023 Elsevier Inc.},
copyright = {Compendex},
title = {Effects of simulated corrosion and delamination on response of two-way slabs},
journal = {Journal of Structural Engineering (United States)},
author = {Aoude, Hassan and Cook, William D. and Mitchell, Denis},
volume = {140},
number = {1},
year = {2014},
issn = {07339445},
abstract = {This paper presents the results from an experimental program that studied the effects of simulated delamination and corrosion on the structural response of six two-way slab-column specimens with details typical of older construction. The results in terms of load-deflection response, punching shear resistance, and cracking are compared. The test results demonstrate that a reduction in reinforcing bar cross-sectional area (simulated corrosion) leads to a significant drop in punching shear resistance and results in increased crack widths. In addition, the study demonstrates that a critical degree of delamination can lead to a reduction in punching shear capacity, greater crack widths, and loss of stiffness. &copy; 2014 American Society of Civil Engineers.<br/>},
key = {Failure (mechanical)},
keywords = {Shear flow;Delamination;Corrosion;Cracks;Reinforced concrete;},
note = {Flat slabs;Parking structure;Punching shear;Structural safety;Two-way slab;},
URL = {http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0000775},
}

{"_id":"zfaWnTjGscGtDgdRy","bibbaseid":"aoude-cook-mitchell-effectsofsimulatedcorrosionanddelaminationonresponseoftwowayslabs-2014","author_short":["Aoude, H.","Cook, W. D.","Mitchell, D."],"bibdata":{"bibtype":"article","type":"article","language":"English","copyright":"Compendex","title":"Effects of simulated corrosion and delamination on response of two-way slabs","journal":"Journal of Structural Engineering (United States)","author":[{"propositions":[],"lastnames":["Aoude"],"firstnames":["Hassan"],"suffixes":[]},{"propositions":[],"lastnames":["Cook"],"firstnames":["William","D."],"suffixes":[]},{"propositions":[],"lastnames":["Mitchell"],"firstnames":["Denis"],"suffixes":[]}],"volume":"140","number":"1","year":"2014","issn":"07339445","abstract":"This paper presents the results from an experimental program that studied the effects of simulated delamination and corrosion on the structural response of six two-way slab-column specimens with details typical of older construction. The results in terms of load-deflection response, punching shear resistance, and cracking are compared. The test results demonstrate that a reduction in reinforcing bar cross-sectional area (simulated corrosion) leads to a significant drop in punching shear resistance and results in increased crack widths. In addition, the study demonstrates that a critical degree of delamination can lead to a reduction in punching shear capacity, greater crack widths, and loss of stiffness. &copy; 2014 American Society of Civil Engineers.<br/>","key":"20140217173401","keywords":"Shear flow;Delamination;Corrosion;Cracks;Reinforced concrete;","note":"Flat slabs;Parking structure;Punching shear;Structural safety;Two-way slab;","url":"http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0000775","bibtex":"@article{20140217173401 ,\nlanguage = {English},\ncopyright = {Compilation and indexing terms, Copyright 2023 Elsevier Inc.},\ncopyright = {Compendex},\ntitle = {Effects of simulated corrosion and delamination on response of two-way slabs},\njournal = {Journal of Structural Engineering (United States)},\nauthor = {Aoude, Hassan and Cook, William D. and Mitchell, Denis},\nvolume = {140},\nnumber = {1},\nyear = {2014},\nissn = {07339445},\nabstract = {This paper presents the results from an experimental program that studied the effects of simulated delamination and corrosion on the structural response of six two-way slab-column specimens with details typical of older construction. The results in terms of load-deflection response, punching shear resistance, and cracking are compared. The test results demonstrate that a reduction in reinforcing bar cross-sectional area (simulated corrosion) leads to a significant drop in punching shear resistance and results in increased crack widths. In addition, the study demonstrates that a critical degree of delamination can lead to a reduction in punching shear capacity, greater crack widths, and loss of stiffness. &copy; 2014 American Society of Civil Engineers.<br/>},\nkey = {Failure (mechanical)},\nkeywords = {Shear flow;Delamination;Corrosion;Cracks;Reinforced concrete;},\nnote = {Flat slabs;Parking structure;Punching shear;Structural safety;Two-way slab;},\nURL = {http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0000775},\n} \n\n\n","author_short":["Aoude, H.","Cook, W. D.","Mitchell, D."],"id":"20140217173401","bibbaseid":"aoude-cook-mitchell-effectsofsimulatedcorrosionanddelaminationonresponseoftwowayslabs-2014","role":"author","urls":{"Paper":"http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0000775"},"keyword":["Shear flow;Delamination;Corrosion;Cracks;Reinforced concrete;"],"metadata":{"authorlinks":{}}},"bibtype":"article","biburl":"https://bibbase.org/network/files/m3A3cns49MKmeRzt5","dataSources":["6bQoEjmiPcFP9pfsZ","6Aw5QAtT2yLJ3d2JP","qBPxBjrzghRQ4Wzbf","EnwwBMFxopKkypo2f","8uWbXNBCDiEboMj8h"],"keywords":["shear flow;delamination;corrosion;cracks;reinforced concrete;"],"search_terms":["effects","simulated","corrosion","delamination","response","two","way","slabs","aoude","cook","mitchell"],"title":"Effects of simulated corrosion and delamination on response of two-way slabs","year":2014}