کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
772384 897705 2005 12 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
A microscopic approach to rate effect on compressive strength of concrete
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی مکانیک
پیش نمایش صفحه اول مقاله
A microscopic approach to rate effect on compressive strength of concrete
چکیده انگلیسی

The enhancement of concrete strength under uniaxial dynamic compression is investigated in this paper. The influence of the microcrack density to the concrete compressive strength is also discussed. Based on the sliding crack model, the compressive strength is obtained by considering the interaction between microcracks using the Kachanov method. Both free water viscosity and inertia effect are included by considering their influences on the dynamic stress intensity factor of crack tip under linearly increasing load. The relationship between the dynamic strength increase factor and the strain rate is obtained. The comparison between the results by the model proposed in this paper and those by available experiments indicates a favorable agreement.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Fracture Mechanics - Volume 72, Issue 15, October 2005, Pages 2316–2327
نویسندگان
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