Evaluation of composed thin-wall steel sections with unreinforced concrete under bending loads
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The main objective of this research was to evaluate the behavior of composite sections of different configurations
subjected to bending, considering the parameters established by ANSI/AISC, NSR-10, ACI-18 and laboratory tests such as the four-point bending test. Theoretical studies were used to evaluate the stiffness, strength and stresses of the sections in order to categorize and compare them with reinforced concrete sections and structural steel sections.
Laboratory tests verified the effectiveness of the theoretical calculation and the real behavior of the materials. The test
results showed a close theoretical validation and a ductile and favorable bending behavior due to the isolation of the
compressed and tensioned parts
German D. Herrera-Laverde, Recinto Universitario de Mayagüez, Mayagüez, Puerto Rico
https://orcid.org/0009-0006-6283-4790
Jhon J. Gil, Universidad Santo Tomás, villavicencio, Colombia.
https://orcid.org/0000-0001-7570-2558
Katherin Duarte Barón, Universidad Santo Tomás, villavicencio, Colombia.
https://orcid.org/0000-0002-3649-2807
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- Katherin Duarte-Barón, Julieth X. Pabón, Reynaldo Claros, Jhon J. Gil, Design and construction of a device for facilitating the learning of Braille literacy system , Ingeniería y Competitividad: Vol. 18 No. 1 (2016): Ingeniería y Competitividad
Accepted 2023-05-25
Published 2023-05-05
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