A detailed experimental investigation was carried out to understand the change in mechanical properties of concrete, surface strain over the specimens and the steel bars embedded in concrete, crack growth, and change in mechanical properties of steel bars under sustained stress induced by the alkali-silica reaction (ASR) in concrete.Also, chloride diffusion in concrete, corrosion over the steel bars, investigation on ASR gel at the porous matrix region by SEM, and visual examination of the ASR gel on the cut surface of the specimens were carried out. For this, beam specimens of size 250 x 250 x 600 mm and cylinder specimens of diameter 100 mm and length 200 mm were made. Beam specimens were made with and without reinforcements. Various restrained conditions by the reinforcement were provided. Additional NaOH was added to raise the total Na2O equivalent alkali content to 6 kg/m3 in concrete. The specimens were submerged in seawater at a temperature of 40°C in a closed container. The investigation was carried out for 383 days.
　Young's modulus of concrete drops significantly due to ASR immediately after cracking, but later stabilizes. TTIe reduction in compressive strength was not as significant as that of Young's modulus. Internal restraint provided by the steel bars results in the reduction of surface strain in the restraint direction. The degree of restraint has a significant influence on the surface strain as well as the strain over the steel bars. A good linear relationship between the surface strain and the strain over the steel bars is fbund, especially for the cases with highly restrained conditions.Less surface strain is observed if the steel bars are placed near the concrete surface, however, the strain over the bars is increased for this arrangement. Placing of longitudinal steel bars near the surface also results in the significant lateral surface strain as well as higher strain over the stirrups, if any.