کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
6713759 | 1428733 | 2018 | 12 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
The influence of mineral additive type and water/binder ratio on matrix phase rheology and multiple cracking potential of HTPP-ECC
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کلمات کلیدی
W/BGBFSECCPVABMSPSH - PAComplementary energy - انرژی تکمیلیCrack opening - باز کردن کراکMultiple cracking - ترک خوردگی چندگانهFly ash - خاکستر بادی یا فلای اشGranulated blast furnace slag - سرباره کوره انفجار گرانولPortland cement - سیمان پرتلندconsistency index - شاخص سازگاریPower coefficient - ضریب قدرتCorrelation coefficient - ضریب همبستگیCrack width - عرض کرکShear rate - نرخ برشPolyethylene - پلی اتیلنpolyvinyl alcohol - پلی ونیل الکلEngineered cementitious composites - کامپوزیت های سیمانی مهندسی شده
موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی عمران و سازه
پیش نمایش صفحه اول مقاله
چکیده انگلیسی
Engineered Cementitious Composites (ECC) exhibit pseudo strain-hardening behavior by fine multiple cracking with controlled tight crack width mechanism. The optimization of interaction between fiber and matrix is the main design strategy of ECC. Mineral additives are preferable in the design of ECC due to technical and economic advantages. In this study, the influence of mineral additives on normal strength grade ECC (compressive strength range: 20-50â¯MPa) procured with a recently developed fiber known as high tenacity poly-propylene (HTPP) have been experimentally studied. Composites incorporating ground granulated blast furnace slag (GBFS) and fly ash (FA) were prepared at three different Water/Binder (W/B) ratios (0.31, 0.34, 0.37). Matrix phase rheology of composites characterized. The tensile stress-strain relationship, crack width distribution, fiber bridging stress - crack opening relation, matrix fracture toughness and compressive strength values have been experimentally determined. The role of mineral additives on multiple cracking has been discussed. Furthermore, energy and strength based pseudo-strain hardening indices of composites have been calculated by using ECC micromechanical theory.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Construction and Building Materials - Volume 173, 10 June 2018, Pages 508-519
Journal: Construction and Building Materials - Volume 173, 10 June 2018, Pages 508-519
نویسندگان
Muhammer KeskinateÅ, Burak FelekoÄlu,