Spatial damage evolution in RC columns under cyclic loading
Publish place: The first international conference on the exchange of scientific information in the field of concrete materials and structures
Publish Year: 1403
Type: Conference paper
Language: English
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ICCNC01_007
Index date: 8 June 2024
Spatial damage evolution in RC columns under cyclic loading abstract
This paper presents a novel approach to analyzing the spatial damage evolution in Reinforced Concrete(RC) columns subjected to ausi static cyclic loading. The study focuses on generating damage density heatmaps, which visualize the extent of damage across the 2D column space. The heat maps reveal how cracksand crushing areas spread on the surfaces of the rectangular concrete columns as the drift ratio increases.The maps are generated using image processing filters to analyze visual features like cracking length andcrushing areas. The research database of this paper includes 422 images of 109 damaged rectangular RCcolumns with various geometry and material properties at different drift ratios between 0.2% and 6.0%.Based on the aspect ratios of the collected RC columns, three major categories are considered, and for each,a set of damage density heat maps are presented based on the ranges of the drift ratio. The results of thisstudy help the reconnaissance teams to facilitate the visual inspection of earthquake-damaged concretestructures.
Spatial damage evolution in RC columns under cyclic loading Keywords:
Spatial damage evolution in RC columns under cyclic loading authors
Samane Rezaei
Department of Civil Engineering, Sharif University of Technology, Tehran, Iran,
Kiarash M. Dolatshahi
Department of Civil Engineering, Sharif University of Technology, Tehran, Iran
Mohammad Javad Hamidia
Faculty of Civil, Water and Environmental Engineering, Shahid Beheshti University, Tehran, Iran
Amir Hossein Asjodi
Department of Civil Engineering, K.N. Toosi University of Technology, Tehran, Iran,