Ashutosh Sutra Dhar
Memorial University of Newfoundland
Deflection (engineering)GeologyEngineeringFinite element methodNonlinear systemComposite materialPipeline transportHigh-density polyethyleneMains electricityGeotechnical engineeringInternal pressureMetallurgyMaterials scienceCorrosionCast ironMedium-density polyethyleneThermoplasticDistribution systemBurst pressureComputer scienceFracture mechanicsStructural engineeringBendingStress (mechanics)
52Publications
8H-index
243Citations
Publications 49
Newest
#1Auchib Reza (MUN: Memorial University of Newfoundland)H-Index: 1
#2Ashutosh Sutra Dhar (MUN: Memorial University of Newfoundland)H-Index: 8
Abstract This paper presents an experimental investigation into the axial pullout behavior of buried medium-density polyethylene (MDPE) pipes under various pulling rates. Tests were conducted in a ...
Source
#1Atika Hossain Akhi (MUN: Memorial University of Newfoundland)
#2Ashutosh Sutra Dhar (MUN: Memorial University of Newfoundland)H-Index: 8
Abstract The municipal water distribution systems across the world include a significant amount of cast-iron pipes. Many of the buried cast-iron pipes are over fifty years old and require rehabilitation. Municipalities decide on a rehabilitation solution between the replacement and re-use of the existing pipes based on the remaining strengths of the pipes. Fracture mechanics has appeared as the most viable tool for remaining strength assessment of the deteriorating pipes. However, a method of as...
Source
#2Ashutosh Sutra Dhar (MUN: Memorial University of Newfoundland)H-Index: 8
view all 2 authors...
AbstractMedium-density polyethylene (MDPE) pipes are extensively used for gas distribution systems in Canada and worldwide. MDPE pipe material possesses time-dependent mechanical properties that go...
Source
AbstractThe maximum axial force on a pipeline subjected to axial ground movement is commonly calculated using a design equation developed without proper consideration of soil-pipe interaction. The ...
Source
Source
#1Hieu Chi Phan (Le Quy Don Technical University)H-Index: 5
#1Hieu Chi PhanH-Index: 3
Last. Ashutosh Sutra DharH-Index: 8
view all 2 authors...
Abstract Establishing an accurate model to predict burst pressure is desired, which has been developed for decades. Although various models have been developed, errors unavoidably appear in the prediction of burst pressures because of the uncertainty in both input variables and nonlinear relationship of such variables to the burst pressure. Consequently, machine learning models, which is a data-driven approach, are potential alternatives. In this paper, various machine learning models such as Ra...
Source
#2Abu Hena MuntakimH-Index: 2
Last. Ashutosh Sutra DharH-Index: 8
view all 3 authors...
The mechanical damages created on buried pipelines by any external activities are important consideration to assess the structural integrity of pipelines. The damages could be in the form of corrosion, dent, crack, gouge or any combination of these. A dent is a permanent inward plastic deformation in the pipe wall. The dents may not immediately cause failure of the pipe. However, it can reduce the pipe’s structural capacity and cause rupture or leak in the long run. The current researches focus ...
Source
#1Parththeeban Murugathasan (MUN: Memorial University of Newfoundland)H-Index: 1
#2Ashutosh Sutra Dhar (MUN: Memorial University of Newfoundland)H-Index: 8
Last. Bipul Hawlader (MUN: Memorial University of Newfoundland)H-Index: 14
view all 3 authors...
Buried pipelines, used for transporting liquid and gas, are often subjected to axial pulling forces due to seasonal temperature changes and/or relative ground movements. The axial pullout force is ...
2 CitationsSource
#1Suborno DebnathH-Index: 1
#2Ismail Muftah Ali (MUN: Memorial University of Newfoundland)H-Index: 1
Last. Premkumar Thodi (St. John's University)H-Index: 8
view all 4 authors...
Municipal water distribution systems in Canada and other countries include a large number of cast iron pipes that were installed almost 50 years ago. For structural integrity assessment of these pi...
Source
#1Auchib RezaH-Index: 1