Application of improved surface fitting algorithm in digital image correlation method on concrete blasting process

Xinnan Cui, Jianming Wang, X. Yue, Chong Chen, Huaiyuan Wang, Yinjun Wang
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Abstract

To further investigate the failure process of concrete in demolition blasting, the concrete blasting experiments were conducted. The digital image correlation (DIC) method was used to measure the full field surface deformation. In the DIC method, the surface fitting sub-pixel displacement algorithm has simple structure and high computational efficiency, however, the accuracy is poor. A new surface fitting algorithm based on moving least square method with a Gaussian basis function and a 3×3 fitting window was used and the accuracy was improved to 1/200 pixel. The blasting experiment results show that the failure of concrete is driven by blasting stress wave and gas. The action time is about 4.5 ms. The formation of crack is dominated by stress wave. The maximum velocity of crack propagation is 225.95 m/s, the average velocity is 122.27 m/s, and the time is about 1.75 ms. The gas mainly makes the crack to expand, and then divides the concrete. Under explosion loading, the concrete also shows a fracture process zone, and a strain concentration is formed at the crack tip. The length of the fracture process zone is 8~9 times of the maximum aggregate size.
改进曲面拟合算法在数字图像相关方法中的应用
为了进一步研究混凝土在拆除爆破中的破坏过程,进行了混凝土爆破试验。采用数字图像相关(DIC)方法测量全场地表变形。在DIC方法中,曲面拟合亚像素位移算法结构简单,计算效率高,但精度较差。采用基于高斯基函数和3×3拟合窗口的移动最小二乘法拟合曲面,将拟合精度提高到1/200像素。爆破试验结果表明,混凝土的破坏是由爆破应力波和爆破气体驱动的。动作时间约为4.5 ms。裂纹的形成主要受应力波的影响。裂纹扩展的最大速度为225.95 m/s,平均速度为122.27 m/s,扩展时间约为1.75 ms。气体主要使裂缝扩大,进而分裂混凝土。在爆炸荷载作用下,混凝土也出现断裂过程区,裂缝尖端处形成应变集中。断裂过程带长度为最大骨料粒径的8~9倍。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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