Academic Journal
Analysis of Rubberized Self-Compacting Concrete under Uniaxial Tension by 3D Mesoscale Models
العنوان: | Analysis of Rubberized Self-Compacting Concrete under Uniaxial Tension by 3D Mesoscale Models |
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المؤلفون: | Hongguo Diao, Xinquan Wang, Yunliang Cui, Shangyu Han, Changguang Qi |
المصدر: | Advances in Civil Engineering, Vol 2020 (2020) |
بيانات النشر: | Hindawi Limited, 2020. |
سنة النشر: | 2020 |
المجموعة: | LCC:Engineering (General). Civil engineering (General) |
مصطلحات موضوعية: | Engineering (General). Civil engineering (General), TA1-2040 |
الوصف: | Damage and failure of rubberized self-compacting concrete (RSCC) are studied by mesostructural models. The models include six phases: mortar, aggregates, rubber particles, aggregate-mortar interfacial transaction zones (A-M ITZs), rubber-mortar interfacial transaction zones (R-M ITZs), and voids. Thin layers between mortars and aggregates and between mortars and rubber particles represent A-M ITZs and R-M ITZs, , respectively. Aggregates and rubber particles are modeled with linear elastic, while mortars, A-M ITZs, and R-M ITZs are with different damage-plasticity behaviors. The mesoscale models are validated by the comparison of numerical results and experimental results. The effects of essential phase parameters on the composite’s strength are evaluated, and empirical laws for these effects are established by data regression. It is demonstrated that the effect of porosity, size, and content of rubber particles affect strength and toughness, which provides guidance to the design of such composites for practical applications. |
نوع الوثيقة: | article |
وصف الملف: | electronic resource |
اللغة: | English |
تدمد: | 1687-8086 1687-8094 |
Relation: | https://doaj.org/toc/1687-8086; https://doaj.org/toc/1687-8094 |
DOI: | 10.1155/2020/8854730 |
URL الوصول: | https://doaj.org/article/b52ef16dc7d34d3687c80580d1de542f |
رقم الانضمام: | edsdoj.b52ef16dc7d34d3687c80580d1de542f |
قاعدة البيانات: | Directory of Open Access Journals |
تدمد: | 16878086 16878094 |
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DOI: | 10.1155/2020/8854730 |