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Review of the strain-based formulation for analysis of plane structures Part II: Evaluation of the numerical performance

عنوان مقاله: Review of the strain-based formulation for analysis of plane structures Part II: Evaluation of the numerical performance
شناسه ملی مقاله: JR_IJNAO-11-2_012
منتشر شده در در سال 1400
مشخصات نویسندگان مقاله:

M. Rezaiee-Pajand - Professor of Civil Engineering, School of Engineering, Ferdowsi University of Mashhad, Iran.
Nima Gharaei-Moghaddam - PhD of Structural Engineering, School of Engineering, Ferdowsi University of Mashhad, Iran
M. Ramezani - PhD Student of Structural Engineering, School of Engineering, Ferdowsi University of Mashhad, Iran.

خلاصه مقاله:
In this part of the study, several benchmark problems are solved to evalu ate the performance of the existing strain-based membrane elements, which were reviewed in the first part. This numerical evaluation provides a basis for comparison between these elements. Detailed discussions are offered after each benchmark problem. Based on the attained results, it is con cluded that inclusion of drilling degrees of freedom and also utilization of higher-order assumed strain field result in higher accuracy of the elements. Moreover, it is evident that imposing the optimal criteria such as equilib rium and compatibility on the assumed strain field, in addition to reducing the number of degrees of freedom of the element, increases the convergence speed of the resulting strain-based finite elements.

کلمات کلیدی:
Strain-based formulation, Higher-order strain field, Equilibrium condition, Numerical evaluation, Drilling degrees of freedom

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/1295455/