Concrete beams fire design using graphs

The most expeditious method for the design of concrete beams under fire situation is the tabular method, presented by the Brazilian standard ABNT NBR 15200:2012. Albeit simple, this method constrains the engineer's work, as it prevents him to seek alternative solutions to the few tabulated valu...

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Main Authors: G. B. M. L. Albuquerque, V. P. Silva
Format: Article
Language:English
Published: Instituto Brasileiro do Concreto (IBRACON)
Series:Revista IBRACON de Estruturas e Materiais
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000400002&lng=en&tlng=en
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author G. B. M. L. Albuquerque
V. P. Silva
author_facet G. B. M. L. Albuquerque
V. P. Silva
author_sort G. B. M. L. Albuquerque
collection DOAJ
description The most expeditious method for the design of concrete beams under fire situation is the tabular method, presented by the Brazilian standard ABNT NBR 15200:2012. Albeit simple, this method constrains the engineer's work, as it prevents him to seek alternative solutions to the few tabulated values. Yet, the Brazilian standard allows employing more advanced methods. Hence, the purpose of this work was to perform a thermal and structural analysis of beams with several widths, heights, covers and diameters/layouts of steel reinforcement (upper and lower). From those results, graphs were constructed, associating the ratio between the applied bending moment in fire over the resistance bending moment at ambient temperature, for the fire resisting time of each situation. These graphs also allow taking into account the redistribution of moments from positive to negative, which will lead to savings in the solution found.
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spelling doaj.art-c7eb3256cdeb4da087d969e627656cd72022-12-22T02:03:47ZengInstituto Brasileiro do Concreto (IBRACON)Revista IBRACON de Estruturas e Materiais1983-41956451353610.1590/S1983-41952013000400002S1983-41952013000400002Concrete beams fire design using graphsG. B. M. L. Albuquerque0V. P. Silva1Universidade de São PauloUniversidade de São PauloThe most expeditious method for the design of concrete beams under fire situation is the tabular method, presented by the Brazilian standard ABNT NBR 15200:2012. Albeit simple, this method constrains the engineer's work, as it prevents him to seek alternative solutions to the few tabulated values. Yet, the Brazilian standard allows employing more advanced methods. Hence, the purpose of this work was to perform a thermal and structural analysis of beams with several widths, heights, covers and diameters/layouts of steel reinforcement (upper and lower). From those results, graphs were constructed, associating the ratio between the applied bending moment in fire over the resistance bending moment at ambient temperature, for the fire resisting time of each situation. These graphs also allow taking into account the redistribution of moments from positive to negative, which will lead to savings in the solution found.http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000400002&lng=en&tlng=enfirebeamconcretedesignthermal analysis
spellingShingle G. B. M. L. Albuquerque
V. P. Silva
Concrete beams fire design using graphs
Revista IBRACON de Estruturas e Materiais
fire
beam
concrete
design
thermal analysis
title Concrete beams fire design using graphs
title_full Concrete beams fire design using graphs
title_fullStr Concrete beams fire design using graphs
title_full_unstemmed Concrete beams fire design using graphs
title_short Concrete beams fire design using graphs
title_sort concrete beams fire design using graphs
topic fire
beam
concrete
design
thermal analysis
url http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000400002&lng=en&tlng=en
work_keys_str_mv AT gbmlalbuquerque concretebeamsfiredesignusinggraphs
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