Reinforced Concrete Wind Turbine Towers: Damage Mode and Model Testing

نویسندگان

چکیده

This study investigates the complex load-bearing mechanism of reinforced concrete tower large wind turbines through a structural model test. MTS electro-hydraulic servo loading system was used to load two models for push-out The ultimate bearing capacity found be 8.894 kN. test findings revealed that top is subjected unilateral shear as horizontal increases. As result, strain in compression zone piece increases its highest level bottom plastic hinge area. being crushed meantime. reinforcement achieves yield point and deforms within range failure when extreme loads. outcomes this serve foundation running conditions.

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ژورنال

عنوان ژورنال: Sustainability

سال: 2022

ISSN: ['2071-1050']

DOI: https://doi.org/10.3390/su14084410