کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
1634833 | 1516782 | 2014 | 6 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
The Theory of Critical Distances to Model the Short- to Long-crack Transition in Geological Materials Subjected to Mode I Static Loading
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موضوعات مرتبط
مهندسی و علوم پایه
مهندسی مواد
فلزات و آلیاژها
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چکیده انگلیسی
The Theory of Critical Distances postulates that, in cracked materials subjected to static loading, breakage takes place when a distance dependent effective stress exceeds the material tensile strength. Such an effective stress is equal to the stress calculated either at a certain distance from the notch tip (Point Method), averaged over a line (Line Method), over an area (Area Method) or, finally, averaged in a finite volume (Volume Method). The necessary characteristic length is a material property which can directly be determined by combining the material ultimate tensile strength with the plane strain fracture toughness. In the present investigation, by re-analysing a large number of experimental results taken from the literature, it is shown that the Theory of Critical Distances is successful in modelling the transition from the short- to the long-crack regime in geological materials subjected to Mode I static loading.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Procedia Materials Science - Volume 3, 2014, Pages 562-567
Journal: Procedia Materials Science - Volume 3, 2014, Pages 562-567
نویسندگان
Elisabeth T. Bowman, Luca Susmel,