Análisis de Nodo Viga-columna Usando Correlación de Imágenes Digitales

Translated title of the contribution: Beam-Column Node Analysis Using Digital Image Correlation

Nelson Andres Lopez Machado, Ronald Ugel, Herrera Indira Reyes González

Research output: Book/ReportBook

Abstract

In this research, the behavior of a full-scale experimental joint (beam-column joint) was studied, formed by three reinforced concrete elements, one (1) column and two (2) beams, connected to a structural steel column at the upper level. The specimen in question was subjected to the action of cyclic loads in one direction only, by means of a pseudo-static test for 5000 s, with the purpose of observing which element of the specimen failed and which was the failure mode. The research was based on the use of digital images taken of the specimen during the test, and in the loading and unloading cycles, each photo being analyzed with the CORRELI-Q4 subroutine.
Translated title of the contributionBeam-Column Node Analysis Using Digital Image Correlation
Original languageSpanish (Ecuador)
PublisherEditorial Academica Española
Number of pages52
ISBN (Print)978-620-2-13473-6
StatePublished - 8 May 2018

CACES Knowledge Areas

  • 237A Construction and civil engineering

Fingerprint

Dive into the research topics of 'Beam-Column Node Analysis Using Digital Image Correlation'. Together they form a unique fingerprint.

Cite this