Molecularly Engineered Polymer-Modified Concrete with Autonomous Self-Healing: Mechanistic Insights into Inhibitor Release Kinetics and Service Life Prediction
سال انتشار: 1405
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 110
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شناسه ملی سند علمی:
JR_JCEEM-2-2_002
تاریخ نمایه سازی: 14 مرداد 1405
چکیده مقاله:
The durability of reinforced concrete infrastructure is critically threatened by cracking-induced corrosion, prompting the development of autonomous self-healing polymer-modified cementitious composites. This comprehensive review systematically examines the molecular engineering of polymer systems for concrete self-healing, focusing on the mechanistic understanding of inhibitor release kinetics and service life prediction. Superabsorbent polymers (SAPs) have demonstrated remarkable efficacy, achieving up to ۹۷% reduction in autogenous shrinkage and complete crack healing through internal curing and promoted autogenous healing mechanisms . Microbial self-healing systems utilizing bacteria-induced calcium carbonate precipitation have achieved crack healing depths exceeding ۴۰ mm, with healing efficiency directly correlated to crack width and bacterial metabolic activity . Polymeric corrosion inhibitors incorporating functional groups (-COOH, -NH₂, -SO₃H) exhibit inhibition efficiencies exceeding ۹۰% through chemisorption mechanisms, with the neutralizing cation critically influencing performance through distinct adsorption pathways . Smart microcapsule systems demonstrate pH-responsive release behavior, with release rates increasing at lower pH values characteristic of corrosion initiation environments . Advanced computational approaches including generalized Polynomial Chaos Expansion enable full-cycle prediction of crack healing with high reliability , while machine learning models achieve R² values of ۰.۹۹۱۸ for autogenous healing forecasting . This review concludes that integrated molecular design, controlled release mechanisms, and predictive modeling frameworks offer transformative potential for extending concrete service life by factors of ۱۰ or more.
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نویسندگان
Masood Amiri Koshkeki
Sustainable Infrastructure, Department of Civil and Construction Engineering, Swinburne University of Technology, Melbourne, Australia
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