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Nonlinear Analysis of Reinforced Concrete Members:Enhanced Smeared Crack Approach

عنوان مقاله: Nonlinear Analysis of Reinforced Concrete Members:Enhanced Smeared Crack Approach
شناسه ملی مقاله: ICCE10_0755
منتشر شده در دهمین کنگره بین المللی مهندسی عمران در سال 1394
مشخصات نویسندگان مقاله:

Atefeh Jahanmohammadi - phd Candidate, Structural Engineering, Tarbiat Modares University
Masoud Soltani Mohammadi - Associate professor, Earthquake Engineering, Tarbiat Modares University

خلاصه مقاله:
Average stress field concept, mainly adopted in the common smeared crack approach, is enhanced by introducing the local stress field concept into the computational procedure. Defining a general slip- strain relation, the distribution of local strain along a reinforcing steel bar is determined. Compatible assumptions are adopted to define the displacement-strain correlation, so the local mechanisms,specifically related to the shear mechanism and its’ components, are investigated with much more accuracy in definition and modeling. Besides, with the aid of local and average stress equilibrium conditions, the average constitutive models are updated and the average response of a RC member is evaluated in the presence of local information. Introducing the main algorithm, the accuracy of the approach in the nonlinear analysis of RC members and its’ efficiency in problems with highly localized characteristics, is discussed.

کلمات کلیدی:
Keywords: smeared crack, local stress field, slip-strain relation, nonlinear finite element

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/364452/