| 000 | a | ||
|---|---|---|---|
| 999 |
_c9463 _d9463 |
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| 003 | OSt | ||
| 005 | 20190911112156.0 | ||
| 008 | 190911b xxu||||| |||| 00| 0 eng d | ||
| 040 |
_aAIKTC-KRRC _cAIKTC-KRRC |
||
| 100 |
_99495 _aS. Kumar |
||
| 245 | _aInfluence of shear span to depth ratio on structural parameters of geopolymer - psc beams | ||
| 250 | _aVol.93 (07) | ||
| 260 |
_aThane _bACC LTD _cJuly, 2019 |
||
| 300 | _a41-45p. | ||
| 520 | _aAn experimental investigation is undertaken to study the basic structural parameters of post-tensioned Geopolymer concrete beams, subjected to flexural and shear failure by varying the shear span to depth ratio ( α / D ) under two point loading. Shear span to depth ratio is considered as the main criteria which influences on structural behaviour of beams. Effects of shear span to depth ratio on some of the structural parameters like load factor, deflection, ductility, shear capacity and mode of failure of PSC beams made of geopolymer concrete mixes are evaluated and discussed. | ||
| 650 | 0 |
_94621 _aCivil Engineering |
|
| 700 |
_99496 _aRajendra, S. |
||
| 773 | 0 |
_tIndian concrete journal _dThane ACC Limited |
|
| 942 |
_2ddc _cAR |
||