کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
4913580 1428771 2017 10 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Early-age tensile creep and cracking potential of concrete internally cured with pre-wetted lightweight aggregate
ترجمه فارسی عنوان
پتانسیل خزش و کشش کششی اولیه بتونی که درون آن با فرمول سبک وزن قبل از مرطوب درمان می شود
کلمات کلیدی
بتن، در اوایل سن، خزش کششی، درمان داخلی سنگین وزن قبل از خیس شدن، استحکام، استرس استرس انقباض اتوژن پتانسیل خرد کردن،
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
چکیده انگلیسی
High-performance concrete (HPC) is widely used in practice due to its potential long-term benefits, such as high strength and low permeability. However, high self-desiccation and high temperature rise occur due to the low water-to-cement (w/c) ratio of HPC, both of which would increase the cracking potential of concrete at early age. Although the creep and cracking potential of early-age HPC have been investigated, studies on the tensile creep and cracking potential of internally cured concrete with pre-wetted lightweight aggregates (LWAs) at early age under adiabatic condition at various w/c ratios remain lacking. In present study, the tensile creep and cracking potential of concrete at early age were experimentally investigated under adiabatic condition using the temperature stress test machine. Test results and corresponding analysis showed that: (1) a model for predicting the compressive strength of concrete was presented in consideration of the influence of pre-wetted LWAs; (2) the adding of pre-wetted LWAs reduced the autogenous shrinkage of concrete with different basic w/c ratios; (3) the basic tensile creep/shrinkage and absolute value of basic tensile creep of internally cured concrete were lower than that of normal concrete when the basic w/c ratios were the same; (4) the basic tensile creep/shrinkage and absolute value of specific basic tensile creep of normal and internally cured concrete at the age of cracking both increased with the decrease of basic w/c ratio; (5) the cracking potential of normal and internally cured concrete both increased with the decrease of basic w/c ratio and the adding of pre-wetted LWAs reduced the cracking potential.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Construction and Building Materials - Volume 135, 15 March 2017, Pages 420-429
نویسندگان
, , , , ,