DURABILITY TESTING OF MARINE REINFORCED CONCRETE UNDER FATIGUE LOADING, PART I AND II

피로하중을 받는 해양 콘크리트의 내구성 연구

  • ;
  • D. V. Reddy (Prdfessor and Director, Department of Ocean Engineering, Florida Atlantic Univ.)
  • Published : 1996.04.01

Abstract

This study addresses the evaluation of the durability of reinforced concrete marine structures subjected to fatigue loading. The laboratory investigation was carried out on full and half size reinforced concrete specimens with three different water cement ratios (0.3, 0.4, and 0.56), static and fatigue loading conditions, and epoxy-coated and regular black steel reinforcements. The marine tidal zone was simulated by alternate filling and draining of the tank (wet and dry cycled), and a galvanostatic corrosion technique to accelerate corrosion of reinforcement was used. Half-cell potentials and changes of crack width were measured periodically during the exposure and followed by ultimate strength testing. The significant findings include adverse effect of fatigue loading, existence of an explicit size effect, poor performance of epoxy coated steel, and negative effect of increasing water/cement ratio.

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