Numerical analysis of non-prismatic beam on elastic foundation under G eneralized loadings
المؤلف
المصدر
Journal of University of Babylon for Engineering Sciences
العدد
المجلد 21، العدد 5 (31 ديسمبر/كانون الأول 2013)، ص ص. 1464-1485، 22ص.
الناشر
تاريخ النشر
2013-12-31
دولة النشر
العراق
عدد الصفحات
22
التخصصات الرئيسية
الموضوعات
الملخص AR
The main aim of this paper is to investigate the linear elastic behavior of non-prismatic beam on Winkler foundation.
The finite differences method was used to solve the governing differential equations for different configurations of non-prismatic cross-section and loading cases with different end supports.
The results from these different cases are plotted together and check the accuracy of the solutions, which referred to the good efficiency of this analysis.
The results indicated that present no prismatic beam decreasing in deflection for longitudinal direction (width of beam b) and transverse direction (depth of beam h) about (80.67-81.81 %) and (75.99-81.81 %), respectively for different cases of loading.
The results indicated that the value of Bending Moment is increasing for different cases of loading for non-prismatic beam compared with prismatic beam about (68.53-96.5 %), while decreasing in Shear force due to point load at mid span about (51.64 %).
الملخص EN
The main aim of this paper is to investigate the linear elastic behavior of non-prismatic beam on Winkler foundation.
The finite differences method was used to solve the governing differential equations for different configurations of non-prismatic cross-section and loading cases with different end supports.
The results from these different cases are plotted together and check the accuracy of the solutions, which referred to the good efficiency of this analysis.
The results indicated that present no prismatic beam decreasing in deflection for longitudinal direction (width of beam b) and transverse direction (depth of beam h) about (80.67-81.81 %) and (75.99-81.81 %), respectively for different cases of loading.
The results indicated that the value of Bending Moment is increasing for different cases of loading for non-prismatic beam compared with prismatic beam about (68.53-96.5 %), while decreasing in Shear force due to point load at mid span about (51.64 %).
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
al-Sharif, Najla H.. 2013. Numerical analysis of non-prismatic beam on elastic foundation under G eneralized loadings. Journal of University of Babylon for Engineering Sciences،Vol. 21, no. 5, pp.1464-1485.
https://search.emarefa.net/detail/BIM-346154
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
al-Sharif, Najla H.. Numerical analysis of non-prismatic beam on elastic foundation under G eneralized loadings. Journal of University of Babylon for Engineering Sciences Vol. 21, no. 5 (2013), pp.1464-1485.
https://search.emarefa.net/detail/BIM-346154
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
al-Sharif, Najla H.. Numerical analysis of non-prismatic beam on elastic foundation under G eneralized loadings. Journal of University of Babylon for Engineering Sciences. 2013. Vol. 21, no. 5, pp.1464-1485.
https://search.emarefa.net/detail/BIM-346154
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references : p. 1485
رقم السجل
BIM-346154
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
تقوم هذه الخدمة بالتحقق من التشابه أو الانتحال في الأبحاث والمقالات العلمية والأطروحات الجامعية والكتب والأبحاث باللغة العربية، وتحديد درجة التشابه أو أصالة الأعمال البحثية وحماية ملكيتها الفكرية. تعرف اكثر