کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
256512 503553 2016 11 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Effect of internal curing with super absorbent polymers on autogenous shrinkage of concrete at early age
ترجمه فارسی عنوان
اثر درمان داخلی با پلیمرهای جذب کننده بر روی انقباض اتوژن بتن در اوایل سنین
کلمات کلیدی
درمان داخلی بتن با عملکرد بالا، پلیمرهای جذب کننده فوق العاده، انقباض اتوژن گسترش، مدل پیش بینی، بازده داخلی درمان
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
چکیده انگلیسی


• AS of internally cured concrete with SAP at early age was investigated.
• The prediction model for early-age expansion of concrete with SAP was proposed.
• The AS rate of concrete with SAP decreased with the increase of amount of IC water.
• The prediction model for AS was proposed considering expansion and IC water.
• The IC efficiency of SAP was evaluated.

High-performance concrete (HPC) is used extensively in practice. However, this type of concrete has a low water-to-cement (w/c) ratio, which causes self-desiccation and leads to a rather high autogenous shrinkage (AS). AS then increases the risk of cracking if the concrete is restrained from shrinking freely at early age. Internal curing (IC) has been extensively used in reducing AS and consequently mitigating the high risk of early-age cracking of HPC. Super absorbent polymers (SAPs) can supply additional IC water for hydration of concrete, thereby counteracting the effects of self-desiccation. Although experimental studies were conducted to mitigate the AS of internally cured concrete with SAP, research on the relationship between the AS of concrete and the amount of IC water provided by SAP is still lacking. Thus, an experimental study on the effect of IC on the early age expansion, AS development, AS rate, and IC efficiency of concrete with SAP was conducted. Test results showed that (1) the early-age expansion occurred obviously prior to the first day for the internally cured concrete, and the maximum expansion increased with the increase of IC water; (2) the ultimate AS at 28 days and AS rate of internally cured concrete decreased with the increase of the amount of IC water; (3) the proposed model to estimate the AS of internally cured concrete with SAP considering the early-age expansion and amount of IC water indicated good correspondence with the experimental results; and (4) the IC efficiency of SAP decreased with the increase of IC water in concrete.

The proposed model to estimate the AS of internally cured concrete with SAP considering the early-age expansion and amount of IC water indicated good correspondence with the experimental results.Figure optionsDownload as PowerPoint slide

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Construction and Building Materials - Volume 106, 1 March 2016, Pages 512–522
نویسندگان
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