کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
280533 | 1430406 | 2005 | 20 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Three-dimensional limit analysis of rigid blocks assemblages. Part II: Load-path following solution procedure and validation
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی عمران و سازه
پیش نمایش صفحه اول مقاله
![عکس صفحه اول مقاله: Three-dimensional limit analysis of rigid blocks assemblages. Part II: Load-path following solution procedure and validation Three-dimensional limit analysis of rigid blocks assemblages. Part II: Load-path following solution procedure and validation](/preview/png/280533.png)
چکیده انگلیسی
A novel solution procedure for the non-associated limit analysis of rigid blocks assemblages is proposed. This proposal produces better solutions than previously proposed procedures and it is also able to provide an insight into the structural behaviour prior to failure. The limit analysis model proposed in Part I of this paper and the solution procedure are validated through illustrative examples in three-dimensional masonry piers and walls. The use of limit analysis for three-dimensional problems incorporating non-associated flow rules and a coupled yield surface is novel in the literature.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: International Journal of Solids and Structures - Volume 42, Issues 18–19, September 2005, Pages 5161–5180
Journal: International Journal of Solids and Structures - Volume 42, Issues 18–19, September 2005, Pages 5161–5180
نویسندگان
A. Orduña, P.B. Lourenço,