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电 话：010-64428723
传 真：010-64434784
电子邮件：oic@mail.buct.edu.cn
邮 编：100029
混凝土中钢筋的腐蚀机制
责编： | 发布日期：2017-03-08| 阅读次数：16
Fig. 1. The Nyquist plots of samples in pore solution, measured 2 h after the applied stress was removed.
Fig. 2. Illustration for the development of micro-cracks in passive films on steel, (a) **all elastic deformation stress in tensile zone, (b) **all elastic deformation stress in compressive zone, (c) middle elastic deformation stress in tensile zone, (d) middle elastic deformation stress in compressive zone, (e) plastic deformation stress in tensile zone, (f) plastic deformation stress in compressive zone.
相关发表论文：
[1]Feng X, Yu Z, Tang Y, et al. The degradation of passive film on carbon steel in concrete pore solution under compressive and tensile stresses[J]. Electrochimica Acta, 2011, 58(5):258-263.
[2]Feng X, Tang Y, Zuo Y. Influence of stress on passive behaviour of steel bars in concrete pore solution[J]. Corrosion Science, 2011, 53(4):1304-1311.