Keerthana Kirupakaran

Keerthana Kirupakaran
Indian Institute of Technology Madras | IIT Madras

Doctor of Philosophy
Assistant Professor, BTCM, Department of Civil Engineering, Indian Institute of Technology Madras

About

15
Publications
774
Reads
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133
Citations
Introduction
My research is focused on understanding the micro and macro structural behavior of engineering materials through experimental mechanics and subsequent modelling through mechanistic approaches. In my doctoral research I have investigated fracture and fatigue behavior of concrete using analytical and experimental tools. My research interests encapsulate mechanics of materials, fracture and damage mechanics, structural health monitoring, digital image correlation and acoustic emission
Additional affiliations
August 2021 - July 2022
National Institute of Technology Puducherry
Position
  • Professor (Assistant)
Description
  • Teaching and Research
August 2019 - January 2020
Indian Institute of Science Bangalore
Position
  • Research Associate
June 2012 - June 2014
Larsen and Toubro
Position
  • Engineer
Description
  • Analysed and designed concrete structural elements such as beams, columns and slabs.
Education
August 2014 - May 2020
Indian Institute of Science Bangalore
Field of study
  • Studies on Flexural Fatigue Behavior of Plain Concrete – Mechanisms of Crack Growth, Effect of Loading Amplitude, Frequency and Notch Size
July 2008 - May 2012

Publications

Publications (15)
Article
This study investigated the effect of loading frequency on the fatigue damage process in concrete using digital imaging and acoustic emission techniques. It was found that the complex fatigue damage process in heterogeneous concrete is reflected in the amplitude of acoustic energy. The distribution of acoustic energy levels was utilized to classify...
Presentation
It is well known to engineers that fatigue accounts for majority of material failures. Fatigue failure gets initiated at an internal flaw and is essentially a multiscale phenomenon wherein the microstructure of a material undergoes gradual and permanent changes. Although the nominal stress may be well below the ultimate strength of the material, th...
Article
In this research, the fracture processes in concrete subjected to monotonic and fatigue loadings are characterized and the differences in failure mechanisms are studied using acoustic emission (AE) and digital image correlation (DIC) techniques. Experiments are performed on notched plain concrete beams under three-point bending. The micro and macro...
Presentation
In concrete, it is well known that around the tip of a major crack, a fracture process zone (FPZ) exists wherein toughening mechanisms such as crack nucleation, micro-cracking and aggregate bridging occur. These processes in FPZ are responsible for its post-peak softening behaviour under monotonic loading. Behaviour of concrete under fatigue is mor...
Article
A fatigue model for plain concrete under variable amplitude loading is proposed by unifying the concepts of damage mechanics and fracture mechanics through an energy equivalence, in conjunction with the principles of dimensional analysis and self-similarity. The effects of stress ratio and overloads that accelerate the crack growth rate is included...

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