{'fraction_non_alphanumeric': 0.02186421173762946, 'fraction_numerical': 0.010356731875719217, 'mean_word_length': 5.304347826086956, 'pattern_counts': {'":': 0, '<': 0, '<?xml version=': 0, '>': 0, 'https://': 0, 'lorem ipsum': 0, 'www.': 0, 'xml': 0}, 'pii_count': 0, 'substrings_counts': 0, 'word_list_counts': {'cursed_substrings.json': 0, 'profanity_word_list.json': 0, 'sexual_word_list.json': 0, 'zh_pornsignals.json': 0}}
Effects of the Moisture Condition of Concrete on Steel Corrosion

In this paper, various electrochemical measurements were carried out using reinforcement in concretes with the moisture content adjusted to various values to evaluate the corrosion tendencies of the reinforcement. By this means, the effect of the moisture conditions of concrete on reinforcement corrosion were studied. The anodic dissolution current was found to increase as the moisture content of concrete increased, aiding the corrosion tendencies of the reinforcement. With a relative moisture content of 60% or less, reinforcement corrosion is markedly suppressed even when chloride ions are present at a rate of 5.0 kg/m-sup-3. Within the range of this study, the critical relative moisture content, above which reinforcement corrosion is significantly accelerated, fell into the range of 50-60%.