Daniel Z. Turner
Sandia National Laboratories
44 Papers
135 Citations
Daniel Z. Turner is an academic researcher from Sandia National Laboratories. The author has contributed to research in topics: Finite element method & Digital image correlation. The author has an hindex of 11, co-authored 42 publications. Previous affiliations of Daniel Z. Turner include University of Illinois at Urbana–Champaign & Stellenbosch University.
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Papers
A Good Practices Guide for Digital Image Correlation
Rory Bigger,Benoît Blaysat,Christofer Boo,Manuel Grewer,Jun Hu,Amanda Jones,Markus Klein,Pascal Lava,Mark Pankow,Kavesary Raghavan,Phillip L. Reu,Timothy Schmidt,Thorsten Siebert,Micah Simonsen,Andrew Trim,Daniel Z. Turner,Alessandro Vieira,Thorsten Weikert +17 more
- 08 Oct 2018
177
DIC Challenge 2.0: Developing Images and Guidelines for Evaluating Accuracy and Resolution of 2D Analyses
Phillip L. Reu,Benoît Blaysat,E. Andó,Kalyan Bhattacharya,C. Couture,Victor Couty,D. Deb,S. S. Fayad,Mark A. Iadicola,S. Jaminion,M. Klein,Alexander K. Landauer,Pascal Lava,M Liu,LiKang Luan,Sindre Nordmark Olufsen,Julien Réthoré,Emmanuel Roubin,D. Thomas Seidl,Thorsten Siebert,Olga Stamati,Evelyne Toussaint,Daniel Z. Turner,Chamanth Sai Reddy Vemulapati,Thorsten Weikert,Jean-François Witz,Olaf Witzel,J. Yang +27 more
TL;DR: The second challenge of the Digital Image Correlation Challenge 2.0 as mentioned in this paper was the first attempt to better quantify the spatial resolution of 2D-DIC codes by using a combination of the images presented here and a performance factor called Metrological Efficiency Indicator (MEI).
Coupled multiphase flow and geomechanics model for analysis of joint reactivation during CO2 sequestration operations
TL;DR: In this article, a joint model is introduced to describe joint reactivation during injection of CO2, assuming equally spaced anisotropic joint sets with non-linear normal stiffness and linear shear stiffness.
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Parameter covariance and non-uniqueness in material model calibration using the Virtual Fields Method
Elizabeth M. C. Jones,Jay Carroll,Kyle N. Karlson,Sharlotte Kramer,Richard B. Lehoucq,Phillip L. Reu,Daniel Z. Turner +6 more
TL;DR: In this article, a Virtual Fields Method (VFM) is used for material identification using global load and displacement data from simple boundary-value problems such as uni-axial tensile and simple shear tests.
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A Non-Local Model for Fluid-Structure Interaction with Applications in Hydraulic Fracturing
TL;DR: The result is a framework for modeling fluid-structure interaction problems with the discontinuity capturing advantages of an integral-based formulation and close correspondence is shown between the proposed method and the classical effective stress principle.
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