کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
4918192 1428755 2017 13 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Structural reliability of biaxial loaded Short/Slender-Square FRP-confined RC columns
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
پیش نمایش صفحه اول مقاله
Structural reliability of biaxial loaded Short/Slender-Square FRP-confined RC columns
چکیده انگلیسی
This paper presents a structural reliability analysis of RC square columns confined with FRP laminates. The structural analyses were carried out using the Finite Difference Method FDM considering material and geometrical nonlinearity. Both FRP laminates and steel stirrups confinement effects were considered. Different values and types of eccentricities (single & biaxial) were taken into account. An experimental dataset containing 32 confined/unconfined RC columns were collected from literature and used to examine the accuracy of the FDM model. Reliability analyses were performed using First Order Reliability Method FORM. The reliability analyses were investigated including geometrical, material and loading variables. Loads and resistance factors were considered according to ACI provisions. Results of the reliability analysis have confirmed that confining the RC section with FRP material can improve the reliability by 0.1 → 0.5 depending on value and type (uniaxial and/or biaxial) of the eccentricity. The study includes parametric analysis reflecting the relation between the thickness of FRP materials and both reliability index & % increases in live load at different values of slenderness ratio and eccentricity. Results indicate that % increases in live load is linearly related to FRP thickness while the relation between reliability index and FRP thickness depends on eccentricity and slenderness values. An additional safety factor of a value equal to 0.65 proposed to be considered in design rules in of case of high eccentricity (Normal force outside core of the section). As results of FORM algorithm, the sensitivity factors were provided which demonstrate that live load and model error are variable of the greatest importance. Furthermore, within material and geometrical variables considered, concrete compressive strength is the variable of the first importance followed by column dimension and steel strength, while all other variables can be treated as deterministic variables.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Construction and Building Materials - Volume 151, 1 October 2017, Pages 370-382
نویسندگان
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