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999 _c9558
_d9558
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040 _aAIKTC-KRRC
_cAIKTC-KRRC
100 _99659
_aBhatt, Pratik
245 _aNumerical approach to evaluate elevated temperature behavior of steel fiber reinforced concrete columns
250 _aVol.93(8), August
260 _aThane
_c2019
_bACC LTD
300 _a8-15p.
520 _aA finite element (FE)-based numerical model is developed in ABAQUS®, to evaluate the response of steel fiber reinforced concrete (SFRC) columns under combined effects of fire and structural loading. The model utilizes a sequentially coupled thermo-mechanical analysis procedure to trace the fire response of concrete columns. The FE model accounts for temperature dependent properties of the SFRC and reinforcing steel as well as the material and geometrical nonlinearities. Predictions from the numerical model including temperature and axial deflection are compared with the data measured in fire tests to establish the validity of the model in predicting overall fire response of the SFRC columns.
650 0 _94621
_aCivil Engineering
700 _99660
_aKodur, Venkatesh
773 0 _wicj
_tIndian Concrete Journal
_dThane ACC Limited
856 _uhttps://www.icjonline.com/editionabstract_detail/082019
_yClick here
942 _2ddc
_cAR