Shear-torsion-bending interaction in RC beams according to NBR 6118/2014 and AASHTO LRFD 2014
abstract: Reinforced concrete beams are subjected to bending, torsion and shear simultaneously. The interaction of combined loading is complex and demands a unified model for analysis and design. Using the models from NBR 6118/2014 (variable angle truss model with parallel chords) and AASHTO LRFD Br...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
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Instituto Brasileiro do Concreto (IBRACON)
2022-05-01
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| Series: | Revista IBRACON de Estruturas e Materiais |
| Subjects: | |
| Online Access: | http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952023000100202&tlng=en |
| _version_ | 1828791915006394368 |
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| author | Vinícius Belarmino Almeida Bernardo Horowitz |
| author_facet | Vinícius Belarmino Almeida Bernardo Horowitz |
| author_sort | Vinícius Belarmino Almeida |
| collection | DOAJ |
| description | abstract: Reinforced concrete beams are subjected to bending, torsion and shear simultaneously. The interaction of combined loading is complex and demands a unified model for analysis and design. Using the models from NBR 6118/2014 (variable angle truss model with parallel chords) and AASHTO LRFD Bridge Design Specifications 2014 (Modified Compression Field Theory), an algorithm was created, converting the resistance problem into a constrained optimization problem and generating an interaction surface that also displays the active constraints for each degree of interaction. Applying it to three beams previously tested, the experimental data was plotted against the surface obtained by the standards. The procedure and its optimization approach were efficient and effective in predicting the beams’ resistance. Comparison between the interaction surfaces, empirical data and existing literature showed the procedure and the standards were consistent and its application simple and practical. |
| first_indexed | 2024-12-12T02:59:15Z |
| format | Article |
| id | doaj.art-9829f687c37c4c988523cf4ee274bd83 |
| institution | Directory Open Access Journal |
| issn | 1983-4195 |
| language | English |
| last_indexed | 2024-12-12T02:59:15Z |
| publishDate | 2022-05-01 |
| publisher | Instituto Brasileiro do Concreto (IBRACON) |
| record_format | Article |
| series | Revista IBRACON de Estruturas e Materiais |
| spelling | doaj.art-9829f687c37c4c988523cf4ee274bd832022-12-22T00:40:40ZengInstituto Brasileiro do Concreto (IBRACON)Revista IBRACON de Estruturas e Materiais1983-41952022-05-0116110.1590/s1983-41952023000100002Shear-torsion-bending interaction in RC beams according to NBR 6118/2014 and AASHTO LRFD 2014Vinícius Belarmino Almeidahttps://orcid.org/0000-0002-3183-736XBernardo Horowitzhttps://orcid.org/0000-0001-7763-7112abstract: Reinforced concrete beams are subjected to bending, torsion and shear simultaneously. The interaction of combined loading is complex and demands a unified model for analysis and design. Using the models from NBR 6118/2014 (variable angle truss model with parallel chords) and AASHTO LRFD Bridge Design Specifications 2014 (Modified Compression Field Theory), an algorithm was created, converting the resistance problem into a constrained optimization problem and generating an interaction surface that also displays the active constraints for each degree of interaction. Applying it to three beams previously tested, the experimental data was plotted against the surface obtained by the standards. The procedure and its optimization approach were efficient and effective in predicting the beams’ resistance. Comparison between the interaction surfaces, empirical data and existing literature showed the procedure and the standards were consistent and its application simple and practical.http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952023000100202&tlng=enreinforced concretebendingtorsionshearinteractionoptimizationNBR 6118AASHTO LRFD |
| spellingShingle | Vinícius Belarmino Almeida Bernardo Horowitz Shear-torsion-bending interaction in RC beams according to NBR 6118/2014 and AASHTO LRFD 2014 Revista IBRACON de Estruturas e Materiais reinforced concrete bending torsion shear interaction optimization NBR 6118 AASHTO LRFD |
| title | Shear-torsion-bending interaction in RC beams according to NBR 6118/2014 and AASHTO LRFD 2014 |
| title_full | Shear-torsion-bending interaction in RC beams according to NBR 6118/2014 and AASHTO LRFD 2014 |
| title_fullStr | Shear-torsion-bending interaction in RC beams according to NBR 6118/2014 and AASHTO LRFD 2014 |
| title_full_unstemmed | Shear-torsion-bending interaction in RC beams according to NBR 6118/2014 and AASHTO LRFD 2014 |
| title_short | Shear-torsion-bending interaction in RC beams according to NBR 6118/2014 and AASHTO LRFD 2014 |
| title_sort | shear torsion bending interaction in rc beams according to nbr 6118 2014 and aashto lrfd 2014 |
| topic | reinforced concrete bending torsion shear interaction optimization NBR 6118 AASHTO LRFD |
| url | http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952023000100202&tlng=en |
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