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首页> 外文期刊>Soils and foundations >EXPERIMENTAL STUDY OF STRAIN RATES EFFECTS ON STRAIN LOCALIZATION CHARACTERISTICS OF SOFT ROCKS
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EXPERIMENTAL STUDY OF STRAIN RATES EFFECTS ON STRAIN LOCALIZATION CHARACTERISTICS OF SOFT ROCKS

机译:应变速率对软岩应变局部化特性影响的实验研究

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摘要

The effects of strain rates on the strain localization characteristics of soft rocks in plane strain compression tests were studied. Using digital image correlation method based on image analysis technique, digital photographs of the specimen taken by CCD camera mounted in a microscope at different stages of loading were analyzed and displacement and strain fields were obtained. The accuracy of displacement and strain measurements are found to be 2.625 μm and 0.0525% (for 5 mm x 5 mm grid), respectively. By analyzing the strain fields, important information regarding strain localization characteristics at three different strain rates were obtained. The results of the study indicate that strain rate has significant influence on the localization modes. Strain localization was observed before the peak stress. The switching of localization mode from highly concentrated strain accumulation mode for higher strain rate to diffuse and complex strain accumulation mode for lower strain rate were observed. The evolutions of strain fields during creep tests at different loads were also studied.
机译:研究了平面应变压缩试验中应变速率对软岩应变局部化特征的影响。使用基于图像分析技术的数字图像相关方法,对安装在显微镜下的CCD摄像机在不同加载阶段拍摄的标本的数字照片进行分析,并获得位移和应变场。发现位移和应变测量的精度分别为2.625μm和0.0525%(对于5 mm x 5 mm网格)。通过分析应变场,获得了有关三种不同应变速率下的应变局部化特征的重要信息。研究结果表明,应变率对定位模式有重要影响。在峰值应力之前观察到应变局部化。观察到本地化模式从高应变率的高集中应变累积模式转换为低应变率的扩散和复杂应变累积模式。还研究了在不同载荷下蠕变试验过程中应变场的演变。

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