کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
10415730 | 897716 | 2005 | 16 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Mesoscopic modeling of failure in brick masonry accounting for three-dimensional effects
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی مکانیک
پیش نمایش صفحه اول مقاله
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چکیده انگلیسی
The generalised plane state assumption is examined in order to assess its ability to represent in a simplified fashion three-dimensional effects in the behaviour of planar masonry structures subjected to in-plane loads. Realistic failure mode and load-bearing capacity predictions for various loading directions are verified using homogenisation techniques by building failure loci under proportional loading. When introduced in a homogenisation scheme, the resulting macroscopic continuum presents itself in a two-dimensional format, suggesting the use of generalised plane state in multi-scale approaches where three-dimensional effects have to be taken into account.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Fracture Mechanics - Volume 72, Issue 8, May 2005, Pages 1238-1253
Journal: Engineering Fracture Mechanics - Volume 72, Issue 8, May 2005, Pages 1238-1253
نویسندگان
T.J. Massart, R.H.J. Peerlings, M.G.D. Geers, S. Gottcheiner,