Stabilized and variationally consistent nodal integration for meshfree modeling of impact problems
نویسندگان
چکیده
منابع مشابه
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در این پایان نامه روش جدیدی مبتنی بر روش حل معادلات دیفرانسیل پارهای بر اساس روش توابع پایه برای حل مسایل ارتعاش اجباری واستاتیک تیرها و صفحات لایه ای ارایه شده است که می توان تفاوت این روش با روش های متداول توابع پایه را در استفاده از توابع هموار در ارضاء معادلات حاکم و شرایط مرزی دانست. در روش ارایه شده در این پایاننامه از معادله تعادل به عنوان معادله حاکم بر رفتار سیستم استفاده شده است که مو...
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ژورنال
عنوان ژورنال: Computational Particle Mechanics
سال: 2014
ISSN: 2196-4378,2196-4386
DOI: 10.1007/s40571-014-0024-5