کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
4923764 1363066 2017 12 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Full Length ArticleMicromechanics of rock damage: Advances in the quasi-brittle field
ترجمه فارسی عنوان
طول کامل ماده مکانیکی آسیب سنگ: پیشرفت در زمینه شبه شکننده است
کلمات کلیدی
میکرومکانیک، جابجایی آسیب و اصطکاک، اثرات یک جانبه، بی خوابی ناشی از آن، معیشت شکست سنگهای ترد
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی

Constitutive models play an essential role in numerical modeling and simulation of nonlinear deformation, progressive damage and failure of rock-like materials and structures. Recent advances in the quasi-brittle field show that upscaling methods by homogenization have provided a new efficient way to derive macroscopic formulations of rocks from their microstructure information and local properties and then to model nonlinear mechanical behaviors identified at laboratory. This paper aims first at relating the mechanical phenomena on sample scale to their respective mechanisms on microscale. Main focus is put on unilateral effects due to crack's opening/closure transition, material anisotropy induced by crack growth in some preferred directions and multiphysical coupling at microcracks. After a brief introduction to the linear homogenization method and its application to crack problems, we present some recent advances achieved in the combined homogenization/thermodynamics framework, including anisotropic unilateral damage-friction coupling, theoretical failure prediction in conjunction with deformation analyses, poromechanical coupling, analytical solutions and numerical implementation with application to typical brittle rocks.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Rock Mechanics and Geotechnical Engineering - Volume 9, Issue 1, February 2017, Pages 29-40
نویسندگان
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