| 000 | a | ||
|---|---|---|---|
| 999 |
_c15984 _d15984 |
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| 003 | OSt | ||
| 005 | 20220118123435.0 | ||
| 008 | 220118b xxu||||| |||| 00| 0 eng d | ||
| 040 |
_aAIKTC-KRRC _cAIKTC-KRRC |
||
| 100 |
_915465 _aPal, Biswajit |
||
| 245 | _aMeso-scale model for concrete at both ambient and high temperature | ||
| 250 | _aVol.48(3), Aug-Sep | ||
| 260 |
_aChennai _bCSIR _c2021 |
||
| 300 | _a181-188p. | ||
| 520 | _aIn this study, concrete is modelled at meso-lavel (10-4-10cm) where aggregates, mortar and/or the interfacial transition zone (ITZ) are explicitly considered. Aggregates are generated based on a given aggregate gradation and then, those are placed randomly (uniform distribution) in the concrete domain. The remaining space of concrete domain is then filled with cement mortar. In this numerical concrete model, both cube (150mm*150mm*150mm) and cylinder (diameter 100 mm*height 200 mm) specimen are modelled, and their behavior is simulated under uniaxial compression at ambient as well as at higher temperature.... | ||
| 650 | 0 |
_94621 _aCivil Engineering |
|
| 700 |
_915469 _aRamaswamy, Ananth |
||
| 773 | 0 |
_dChennai CSIR-Structural Engineering Research Centre _x0970-0137 _tJournal of structural engineering (JOSE) |
|
| 942 |
_2ddc _cAR |
||