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加载方向对海冰脆性破坏时单轴压缩强度的影响
作者:宋洪芳1  隋俊鹏2  刘煜2  李子牛3  王兆宇3  陈海军3  陈晓东4 
单位:1. 营口市海洋环境预报站, 辽宁 营口 115007;
2. 国家海洋环境预报中心, 北京 100081;
3. 辽宁省海洋预警监测中心, 辽宁 沈阳 110001;
4. 大连理工大学 工业装备结构分析国家重点实验室, 辽宁 大连 116023
关键词:海冰 脆性破坏 加载方向 单轴压缩强度 现场试验 
分类号:P731.15
出版年·卷·期(页码):2019·36·第四期(52-59)
摘要:
对渤海的柱状海冰开展了系统的现场单轴压缩试验。在试验过程中,分别采用垂直于(水平加载)/平行于(竖直加载)冰晶的两种加载方向。同时,通过改变加载速率的方式研究了应变速率对压缩强度的影响。在测试结果中,结合试样的应变、应力以及裂纹特征分析了脆性破坏模式下海冰单轴压缩强度特征。试验结果表明:平行于冰晶方向的加载强度约为垂直于冰晶方向强度的3倍,并且两种加载方向的海冰单轴压缩强度均随加载速率的提高而降低。破坏模式的分析表明:脆性破坏主要由裂纹的发展所主导。随着加载速率的提高,海冰的破坏过程由单次破碎向多次破碎转变从而弱化了压缩强度。由于裂纹更容易在晶界处发展,不同加载方向下的裂纹特征以及最终的破坏模式有所区别。水平加载下的破坏模式以剪切形式为主,而竖直加载时主要发生柱状冰晶的屈曲破坏。屈曲破坏更容易发生在冰晶内部而表现出较高的压缩强度,因此竖直压缩强度更高。
For design of offshore structures and vessels in ice infested waters, the uniaxial compression strength is a key parameter. In this paper, uniaxial compression tests were systemically carried out on the sea ice in the northeast region of the Bohai Sea. Based on growth history, the ice was believed to own a columnar structure. Two loading directions were applied:parallel to grain columns (horizontal) and perpendicular to grain columns (vertical). Meanwhile, various loading speeds were performed to study the influence of strain rates. The ice strength of brittle failure is analyzed based on the stress, strain and cracks. The results show that the vertical strength is approximately three times of horizontal strength, and in both loading directions the strength is decreased with increasing loading speed. The analysis of failure modes shows that the brittle failure is dominated by crack development. With increasing strain rate, the ice failure process changes from single fracture to multiple fracture. Since the crack tends to develop along the grain boundary, the loading direction leads to different final failure modes. The sample failed in shear faulting under horizontal loading, while in buckling under vertical loading. The buckling may cause internal grain fracture, which results in higher compressive strength for vertical compression.
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