Impact Behavior of a Laterally Loaded Guardrail Post near Slopes by Hybrid SPH Model
المؤلفون المشاركون
Ahn, Jae S.
Woo, Kwang S.
Lee, Dong W.
المصدر
العدد
المجلد 2018، العدد 2018 (31 ديسمبر/كانون الأول 2018)، ص ص. 1-12، 12ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2018-07-26
دولة النشر
مصر
عدد الصفحات
12
التخصصات الرئيسية
الملخص EN
Based on the assumption that guardrail systems are placed in soil with horizontal ground, interaction behavior between soil and a post has been presented using some relevant theories such as the theory of subgrade reaction, Winkler’s spring theory, and the nonlinear p-y curve method.
However, they can be constructed on cut slopes or compacted sloping embankments beside the roadway.
Thus, the theory based on the conventional discrete spring models cannot be directly applied to the sloping ground since the ground inclination significantly affects the ultimate soil resistance.
In this study, two approaches for comparison of them are adopted to present the interaction behavior between soil and the post.
One of them is the three-dimensional Lagrangian approach, and the other is the hybrid approach that combines the finite elements and the particles based on SPH (smoothed particle hydrodynamics) modeling.
The SPH method is expected to overcome drawbacks of large mesh distortion in soil regions consisting of node-connected finite elements due to lateral movement of the guardrail post.
The soil-post interaction in the sloping ground under conditions of quasi-static and dynamic loads is investigated according to ground inclination, embedment length, and embedment location of the post near the slope.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Woo, Kwang S.& Lee, Dong W.& Ahn, Jae S.. 2018. Impact Behavior of a Laterally Loaded Guardrail Post near Slopes by Hybrid SPH Model. Advances in Civil Engineering،Vol. 2018, no. 2018, pp.1-12.
https://search.emarefa.net/detail/BIM-1116935
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Woo, Kwang S.…[et al.]. Impact Behavior of a Laterally Loaded Guardrail Post near Slopes by Hybrid SPH Model. Advances in Civil Engineering No. 2018 (2018), pp.1-12.
https://search.emarefa.net/detail/BIM-1116935
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Woo, Kwang S.& Lee, Dong W.& Ahn, Jae S.. Impact Behavior of a Laterally Loaded Guardrail Post near Slopes by Hybrid SPH Model. Advances in Civil Engineering. 2018. Vol. 2018, no. 2018, pp.1-12.
https://search.emarefa.net/detail/BIM-1116935
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1116935
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