Niranjan Desai
Purdue University
Network
Latest external collaboration on country level. Dive into details by clicking on the dots.
Publication
Featured researches published by Niranjan Desai.
Proceedings of SPIE | 2017
Joel Poling; Niranjan Desai
This investigation determined the smallest strain accurately measurable by a state-of-the-art digital image correlation (DIC) – based tool used in structural health monitoring, in a specimen subjected to out-of-plane movement, building upon a study that concluded that out-of-plane specimen movement results in noise in DIC-based strain measurements. This study was motivated by initially undetected damage at low strains in connections of a real-world bridge, whose detection would have prevented its propagation, resulting in lower repair costs. The smallest strains accurately measurable using the state-of-the-art DIC tool, over a range of specimen out-of-plane displacement amplitudes, were determined.
Journal of Nondestructive Evaluation, Diagnostics and Prognostics of Engineering Systems | 2018
Niranjan Desai; Joel Poling; Gregor Fischer; Christos T. Georgakis
Measurements DTU Orbit (28/10/2019) A Comparison Between the Accuracy of Two-Dimensional and Three-Dimensional Strain Measurements This investigation determined the effect of specimen out-of-plane movement on the accuracy of strain measurement made applying two-dimensional (2D) and three-dimensional (3D) measurement approaches using the representative, state-ofthe-art digital image correlation (DIC)-based tool ARAMIS. DIC techniques can be used in structural health monitoring (SHM) by measuring structural strains and correlating them to structural damage. This study was motivated by initially undetected damage at low strains in connections of a real-world bridge, whose detection would have prevented its propagation, resulting in lower repair costs. This study builds upon an initial investigation that concluded that out-of-plane specimen movement results in noise in DIC-based strain measurements. The effect of specimen out-of-plane displacement on the accuracy of strain measurements using the 2D and 3D measurement techniques was determined over a range of strain values and specimen out-of-plane displacements. Based upon the results of this study, the 2D system could measure strains as camera focus was being lost, and the effect of the loss of focus became apparent at 1.0 mm beam out-of-plane displacement while measuring strain of the order of magnitude of approximately 0.12%. The corresponding results for the 3D system demonstrate that the beam out-of-plane displacement begins to affect the accuracy of the strain measurements at approximately 0.025% strain for all magnitudes of out-of-plane displacement, and the 3D ARAMIS system can make accurate strain measurements at up to 2.5 mm amplitude at this strain. Finally, based upon the magnitudes of strain and out-of-plane displacement amplitudes that typically occur in real steel bridges, it is advisable to use the 3D system for SHM of stiff structures instead of the 2D system.
Engineering Structures | 2013
Niranjan Desai; W.M. McGinley
Archive | 2018
Niranjan Desai; Joel Poling; Chien-Chung Chen; Lindsay Gielda
Journal of Civil Structural Health Monitoring | 2018
Joel Poling; Niranjan Desai; Gregor Fischer; Christos T. Georgakis
Engineering Structures | 2017
Niranjan Desai
American Journal of Engineering Education (AJEE) | 2017
Niranjan Desai; George Stefanek
5th Annual International Conference on Architecture and Civil Engineering (ACE 2017) | 2017
Joel Poling; Niranjan Desai; Gregor Fischer; Christos T. Georgakis
2017 ASEE Annual Conference & Exposition | 2017
Niranjan Desai; George Stefanek
World Journal of Engineering and Technology | 2016
Niranjan Desai; Nuri Zeytinoglu