کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
4920760 1429101 2016 13 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Use of negative stiffness in failure analysis of concrete beams
ترجمه فارسی عنوان
استفاده از سفتی منفی در تجزیه و تحلیل شکست تیرهای بتنی
کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی
A new concrete analysis method is presented entitled continuous, incremental-only, tangential analysis (CITA). CITA employs piece-wise linear stress-strain curve and a tangent elasticity modulus to calculate stiffness including parts with negative values. Since indefinite structure stiffness matrices generally indicate instability, traditionally they have been avoided. However, since CITA analysis involves introducing damage in steps, the full range of concrete behaviour including the softening portion under tensile cracking can be addressed. Herein CITA is verified against numerical and experimental results for concrete beams, thereby showing faster solutions for non-linear problems than sequentially-linear analysis, while reducing self-imposed restrictions against negative stiffness.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 126, 1 November 2016, Pages 187-199
نویسندگان
, ,