首页> 外文会议>Finite difference methods: theory and applications >Parallel Numerical Method to Estimate the Effective Elastic Moduli of Rock Core Samples from 3D Tomographic Images
【24h】

Parallel Numerical Method to Estimate the Effective Elastic Moduli of Rock Core Samples from 3D Tomographic Images

机译:基于3D断层图像估计岩心样品有效弹性模量的并行数值方法

获取原文
获取原文并翻译 | 示例

摘要

We present a new parallel numerical technique to estimate the effective elastic parameters of a rock core sample from three-dimensional Computed Tomography (CT) images. Our method is based on the energy equivalence principle and a new approach to solve 3D static elasticity problem by iterative relaxation technique. We determine the elastic moduli by the parallel computation of potential energy of the elastic deformations arising in the sample under some homogeneous strains applied to the boundary thus simulating effects occurring in laboratory measurements. The obtained numerical results are discussed. The proposed method is verified using homogeneous samples with specified properties as well as for layered materials with effective parameters obtained according to the Schoenberg method. The effective parameters of a real carbonate core sample obtained from 3D CT-image are presented.
机译:我们提出了一种新的并行数值技术,可从三维计算机断层扫描(CT)图像中估算岩芯样品的有效弹性参数。我们的方法基于能量等效原理,并且采用迭代松弛技术来解决3D静态弹性问题的新方法。我们通过并行计算在施加到边界的一些均匀应变下样品中产生的弹性变形的势能的势能的并行计算来确定弹性模量,从而模拟在实验室测量中发生的效应。讨论了获得的数值结果。使用具有指定特性的均质样品以及根据Schoenberg方法获得的具有有效参数的分层材料,验证了该方法的有效性。给出了从3D CT图像获得的真实碳酸盐岩心样品的有效参数。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号