Sreekanta Das
Affiliations: | Mechanical Engineering | University of Windsor, Windsor, Canada |
Area:
Mechanical EngineeringGoogle:
"Sreekanta Das"Parents
Sign in to add mentor| David W. Murray | grad student | 2003 | University of Alberta | |
| (Fracture of wrinkled energy pipelines) | ||||
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Publications
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| Adesina A, Cercel J, Das S. (2020) Effect of curing conditions on the compressive strength of sodium carbonate activated slag-glass powder mortar Canadian Journal of Civil Engineering |
| Banerjee S, Nayak S, Das S. (2020) Improving the In-Plane Behavior of Brick Masonry Wallet Using PP Band and Steel Wire Mesh Journal of Materials in Civil Engineering. 32: 4020132 |
| Duic J, Branston J, Adesina A, et al. (2020) Field Applications of Basalt Fiber Materials for Rehabilitation of Deteriorated Concrete Structures Journal of Performance of Constructed Facilities. 34: 4020093 |
| Dhanapal J, Ghaednia H, Das S, et al. (2020) Behavior of thin-walled beam-column modular connection subject to bending load Thin-Walled Structures. 149: 106536 |
| Banerjee S, Nayak S, Das S. (2020) Shear and flexural behaviour of unreinforced masonry wallets with steel wire mesh Journal of Building Engineering. 30: 101254 |
| Dhanapal J, Das S, Ghaednia H, et al. (2020) Experimental study on structural performance of flow drilled connections in HSS members Journal of Constructional Steel Research. 164: 105786 |
| Adesina A, Das S. (2020) Mechanical performance of engineered cementitious composite incorporating glass as aggregates Journal of Cleaner Production. 260: 121113 |
| Stephen I, Hughes E, Das S. (2020) Reinforced concrete beams strengthened with basalt fibre fabric – A parametric study Structures. 27: 309-318 |
| Banerjee S, Nayak S, Das S. (2020) Augmenting the seismic performance of masonry models using polypropylene band and steel wire mesh through shaking table testing Structures. 26: 340-347 |
| Padalu PKVR, Singh Y, Das S. (2020) Tensile properties of wire and fibre reinforced cementitious matrix composites for strengthening of masonry Structures. 23: 164-179 |