کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
4913665 1428775 2017 11 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Edge bearing tests to assess the influence of radial gradation on the transverse behavior of bamboo
ترجمه فارسی عنوان
تست تحمل لبه برای ارزیابی تاثیر درجه بندی شعاعی بر رفتار عرضی بامبو
کلمات کلیدی
بامبو، همبستگی تصویر دیجیتال، روش عنصر محدود مدول الاستیک محصور، مواد درجه بندی شده عملکردی،
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
چکیده انگلیسی
Bamboo is a sustainable material with high potential for structural applications. The aim of this study was to use edge bearing tests, digital image correlation analysis, and finite element simulations to research about the distribution of the circumferential elastic modulus through the wall and the associated failure strain and stress. Studied bamboo species were Phyllostachys edulis (Moso), Bambusa stenostachya (Tre Gai) and Guadua angustifolia (Guadua). Using the edge bearing tests, the effective circumferential moduli under compression were similar to those obtained under tension. Mean effective moduli were 1358.5 MPa, 662 MPa, and 862 MPa for bamboo Moso, Tre Gai, and Guadua, respectively. Linear, exponential and parabolic functions that were proposed to represent the circumferential modulus provided a relatively good fitting of the experimental results. Due to the radial gradation, the circumferential moduli at the outer position were 2.3, 1.9, and 2.6 higher than those at the inner location for Moso, Tre Gai, and Guadua, respectively. Mean circumferential failure strains and stresses in the inner culm surface were: 6693 με and 7.6 MPa; 13137 με and 12.1 MPa; and 5948 με and 3.7 MPa for Moso, Tre Gai and Guadua respectively.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Construction and Building Materials - Volume 131, 30 January 2017, Pages 574-584
نویسندگان
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