Repositório de dados e outros materiais relacionados com artigos em processo de avaliação para publicação ou publicados pela Revista IBRACON de Estruturas e Materiais / IBRACON Structures and Materials Journal.

Antes de realizar qualquer depósito, consulte os Termos e condições de uso do repositório SciELO Data.


Repositorio de datos y otros materiales relacionados con artículos en proceso de evaluación para publicación o publicados por la Revista IBRACON de Estruturas e Materiais / IBRACON Structures and Materials Journal .

Antes de realizar cualquier depósito, consulte el Términos y condiciones de uso de SciELO Data.


Data and other materials repository related to articles under evaluation for publication or publicated by the journal IBRACON de Estruturas e Materiais / IBRACON Structures and Materials Journal .

Before any deposit, consult the SciELO Data Terms and Conditions of Use.

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Mar 29, 2022
Belarmino Almeida, Vinícius, 2022, "Data for: Shear-Torsion-Bending Interaction in RC Beams according to NBR 6118/2014 and AASHTO LRFD 2014", https://doi.org/10.48331/scielodata.ZGNEIO, SciELO Data, V1
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 AASH...
MATLAB Data - 2.7 KB - MD5: 745220016efcc7d682c52c4d8cffd2d6
Color map used for AASHTO 2014 interaction surface
MATLAB Data - 1.8 KB - MD5: 911fb20ac1bec77e4ec5ea44a2009a0c
Color map used for NBR 6118 2014 interaction surface
Plain Text - 2.2 KB - MD5: fc06039e74db610f2a42789e5c61d134
For comparison, experimental data points from the analyzed tests are plotted along with hidden lines starting from the origin. These were normalized using the maximum predicted resistance based on the tested beam’s parameters, which may differ from nominal values. The scaling val...
Plain Text - 2.1 KB - MD5: f94b11bb92ba581d701c4f8b64fd064e
For comparison, experimental data points from the analyzed tests are plotted along with hidden lines starting from the origin. These were normalized using the maximum predicted resistance based on the tested beam’s parameters, which may differ from nominal values. The scaling val...
Plain Text - 5.0 KB - MD5: b92cf8e96a1137bc5b8512a1fe910a86
Optimization algorithm for each AASHTO 2014
Plain Text - 6.6 KB - MD5: 8f0e510d11b0fbbe52ba989a00d412fb
Optimization algorithm for each NBR 6118 2014
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