کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
6695076 | 1428219 | 2017 | 13 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Theoretical and experimental in-service long-term deflection response of symmetrically and non-symmetrically reinforced concrete piles
ترجمه فارسی عنوان
پاسخ انتقالی طولانی مدت از نظر تئوری و تجربی از شمع های بتنی متقارن و غیر متقارن تقویت شده
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کلمات کلیدی
بارگیری طولانی مدت، سخت شدن تنشی، مساحت موثر بتن، تقویت نامتقارن، قابلیت اطمینان،
موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی عمران و سازه
چکیده انگلیسی
The structural behavior of this new RC member under long-term loading is studied, comparing it with its symmetrical counterpart. An experimental campaign has been carried out. Full scale specimens with circular cross sections symmetrically and asymmetrically reinforced were tested. Results have shown that asymmetrically RC pile developed a slightly higher deflection than its symmetrical counterpart. A new expression for the effective area of concrete in tension applicable to non-symmetrical piles is introduced. Moreover, a new stress-strain law for cracked concrete that accounts the tension stiffening effect for long-term loading is proposed. Finally, for non-symmetrical RC wall piles, the evolution of the parameter that takes into account the duration of loading in deformations is presented. Although more evidence is needed, it is shown that tension stiffening effect contribution could be overestimated by Eurocode 2 in the case of non-symmetrically or underestimated in case of symmetrically RC piles.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Archives of Civil and Mechanical Engineering - Volume 17, Issue 2, February 2017, Pages 433-445
Journal: Archives of Civil and Mechanical Engineering - Volume 17, Issue 2, February 2017, Pages 433-445
نویسندگان
Enrique Hernández-Montes, Manuel Alejandro Fernández-Ruiz, Juan Francisco Carbonell-Márquez, Luisa MarÃa Gil-MartÃn,