Academic Journal

Analysis of Rubberized Self-Compacting Concrete under Uniaxial Tension by 3D Mesoscale Models

التفاصيل البيبلوغرافية
العنوان: Analysis of Rubberized Self-Compacting Concrete under Uniaxial Tension by 3D Mesoscale Models
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
الوصف
تدمد:16878086
16878094
DOI:10.1155/2020/8854730