کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
6719174 | 503537 | 2016 | 10 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Mesoscale analysis of continuously reinforced concrete pavement behavior subjected to environmental loading
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موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی عمران و سازه
پیش نمایش صفحه اول مقاله
![عکس صفحه اول مقاله: Mesoscale analysis of continuously reinforced concrete pavement behavior subjected to environmental loading Mesoscale analysis of continuously reinforced concrete pavement behavior subjected to environmental loading](/preview/png/6719174.png)
چکیده انگلیسی
Continuously reinforced concrete pavement (CRCP) behavior due to temperature and moisture variations was analyzed using a mesoscale model consisting of coarse aggregate, mortar, and an interface transition zone (ITZ). The effects of the modulus of elasticity and thermal coefficient of the coarse aggregate and the strength at ITZ were evaluated. The results indicated that the coarse aggregate modulus and the drying shrinkage of the concrete had the most significant effect on the development of nonstructural distresses. Using a coarse aggregate with a lower modulus and reducing the drying shrinkage of concrete are thus expected to improve CRCP performance.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Construction and Building Materials - Volume 112, 1 June 2016, Pages 447-456
Journal: Construction and Building Materials - Volume 112, 1 June 2016, Pages 447-456
نویسندگان
Seongcheol Choi, Byung-Uk Na, Moon C. Won,