Part 3: Experimental verification of strut-and-tie models. Mitchell, D., Cook, W. D., Uribe, C. M., & Alcocer, S. M. In volume SP-208, pages 41 - 62, Phoenix, AZ, United states, 2002. Dapped ends;Deep beam;Experimental verification;Strut-and-tie model;abstract bibtex Results of experiments on a corbel, deep beams and a beam with dapped ends are presented to illustrate how strut-and-tie models are applied to these cases and to provide some experimental verification of the accuracy of the predictions. Both simple strut-and-tie models, as well as refined strut-and-tie models are presented.
© 2002 American Concrete Institute. All rights reserved.
@inproceedings{20213110719899 ,
language = {English},
copyright = {Compilation and indexing terms, Copyright 2023 Elsevier Inc.},
copyright = {Compendex},
title = {Part 3: Experimental verification of strut-and-tie models},
journal = {American Concrete Institute, ACI Special Publication},
author = {Mitchell, Denis and Cook, William D. and Uribe, Claudia M. and Alcocer, Sergio M.},
volume = {SP-208},
year = {2002},
pages = {41 - 62},
issn = {01932527},
address = {Phoenix, AZ, United states},
abstract = {<div data-language="eng" data-ev-field="abstract">Results of experiments on a corbel, deep beams and a beam with dapped ends are presented to illustrate how strut-and-tie models are applied to these cases and to provide some experimental verification of the accuracy of the predictions. Both simple strut-and-tie models, as well as refined strut-and-tie models are presented.<br/></div> © 2002 American Concrete Institute. All rights reserved.},
note = {Dapped ends;Deep beam;Experimental verification;Strut-and-tie model;},
}
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