EXPERIMENTAL STUDY OF LOW CYCLING FATIGUE IN ARMED CONCRETE ELEMENTS DUE TO FLEXION
Journal: GACETA TÉCNICA (Vol.18, No. 1)Publication Date: 2017-12-08
Authors : María Fabiana Muñoz María Elena Perdomo Ricardo Picón;
Page : 9-21
Keywords : Slender elements; bending failure; low cycling fatigue; reinforced concrete elements; crack propagation;
- EXPERIMENTAL STUDY OF LOW CYCLING FATIGUE IN ARMED CONCRETE ELEMENTS DUE TO FLEXION
- EXPERIMENTAL ANALYSIS OF TUBULAR WALL-THREADED SECTIONS SUBMITTED TO ULTRA-LOW CYCLING FATIGUE
- Experimental Study on BFRP Confined Concrete in Stub Elements
- OPERATION OF SQUARE SECTION CONCRETE FILLED STEEL TUBE (CFST) BENDING ELEMENTS: EXPERIMENTAL STUDY
- NON-LINEAR ANALYSIS OF AN EXPERIMENTAL JOINT OF COLUMN AND BEAMS OF ARMED CONCRETE-STEEL COLUMN FOR FRAME
Abstract
In this work, an experimental study of low cycling fatigue in reinforced concrete elements with dominant flexural behavior is developed. The reinforced concrete elements are subjected to cycles of displacement until rupture. A total of two bending beams were tested. In each cycle, the degradation of the resistance and rigidity due to the effect of low cycling fatigue is evaluated. Preliminary results and observations are presented and discussed. The tests are relevant to develop an analytical model of non-linear behavior that describes the degradation of strength and rigidity of reinforced concrete structures subjected to severe earthquakes
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Last modified: 2018-11-27 06:19:21