Bond behaviour with reinforcement corrosion
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作者：F. Tondolo
标题：Bond behaviour with reinforcement corrosion
来源：Construction and Building Materials
思想上，值得注意与学习的是，该篇文献考虑到应该是箍筋先锈蚀，或者说箍筋与主筋均发生锈蚀的情况。
试验：主筋为12mm，构件的尺寸如下。砂：石：混凝土=1：2.6：3.7，最大骨料粒径为14mm，水灰比为0.6，氯化钠溶液3%重量的水泥。抗压强度30.9MPa，抗拉强度3.4MPa。未锈蚀的是否配置箍筋的4个；锈蚀率达到2%，5%，10%，20%是否配置箍筋。
得到的结论差强人意。
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