کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
10621943 | 989074 | 2005 | 12 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
An analytical model for crack control in reinforced concrete elements under combined forces
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی صنعتی و تولید
پیش نمایش صفحه اول مقاله
![عکس صفحه اول مقاله: An analytical model for crack control in reinforced concrete elements under combined forces An analytical model for crack control in reinforced concrete elements under combined forces](/preview/png/10621943.png)
چکیده انگلیسی
A rational model for design with crack control of reinforced concrete structures is presented. The model, based on the Softened Truss Theory, allows crack width in reinforced concrete elements under combined axial, flexure, shear and torsion forces to be determined. By calculating the corresponding principal tensile strains, normalized with respect to an appropriate reference value, and by assuming suitable stress-strain relationships, the equilibrium and compatibility conditions are imposed. Thus an appropriate iterative procedure allows strain contour as well as cracking width to be determined. The results obtained are presented in graphs to ease practical and design applications.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Cement and Concrete Composites - Volume 27, Issue 4, April 2005, Pages 503-514
Journal: Cement and Concrete Composites - Volume 27, Issue 4, April 2005, Pages 503-514
نویسندگان
Vincenzo Colotti, Giuseppe Spadea,