Freeze-thaw resistance and service life prediction of fly ash incorporated ultra-high ductility magnesium phosphate cement-based composites

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Construction and Building Materials Pub Date : 2024-09-13 DOI:10.1016/j.conbuildmat.2024.138330
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Abstract

To develop ultra-high ductility magnesium phosphate cement-based composites (UHDMC) suitable for cold areas and fully utilize solid waste, the effects of fly ash (FA) substitution and freeze-thaw cycles on the mechanical properties and freeze-thaw resistance of UHDMC specimens were explored. The mechanism of freeze-thaw damage was revealed by mercury intrusion porosimetry (MIP) and scanning electron microscope (SEM). Freeze-thaw damage model for UHDMC was established to predict its service life. The results showed that, after 300 freeze-thaw cycles, the compressive strength retention rate of the UHDMC specimens with FA substitution from 10 % to 30 % was above 88.7 %, and the tensile strain maintained above 3.48 %, still presenting the characteristics of multi-cracking and strain hardening. Meanwhile, after 600 freeze-thaw cycles, the mass loss rate and the dynamic elastic modulus of UHMPC specimens with FA substitution from 10 % to 30 % were below 1.38 % and above 81.1 %, respectively. The mechanical properties were mainly related to the total porosity and macropores. The effect of the water solubility of prismatic struvite-K crystals and the secondary hydration production of filamentous struvite potassium crystals on the matrix presented well explanation for the excellent freeze-thaw resistance of UHDMC specimens with FA substitution from 10 % to 30 %. At last, a freeze-thaw damage model for UHDMC specimens with FA substitution below 30 % based on the Weibull probability distribution function was established, predicting that their service life was up to 232 years in the northeastern of China.

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粉煤灰掺入超高延性磷酸镁水泥基复合材料的抗冻融性和使用寿命预测
为开发适用于寒冷地区的超高延性磷酸镁水泥基复合材料(UHDMC)并充分利用固体废弃物,研究了粉煤灰(FA)替代和冻融循环对 UHDMC 试样力学性能和抗冻融性的影响。冻融破坏机理通过汞侵入孔隙模拟法(MIP)和扫描电子显微镜(SEM)进行了揭示。建立了 UHDMC 冻融损伤模型,以预测其使用寿命。结果表明,经过 300 次冻融循环后,FA 替代率从 10% 到 30% 的 UHDMC 试样的抗压强度保持率均在 88.7% 以上,拉伸应变保持在 3.48% 以上,仍具有多裂纹和应变硬化的特点。同时,经过 600 次冻融循环后,FA 替代率从 10% 到 30% 的 UHMPC 试样的质量损失率和动态弹性模量分别低于 1.38% 和高于 81.1%。力学性能主要与总孔隙率和大孔隙有关。棱柱状石英钾结晶的水溶性和丝状石英钾结晶对基体的二次水化作用很好地解释了 FA 替代率为 10% 至 30% 的 UHDMC 试样的优异耐冻融性。最后,基于 Weibull 概率分布函数,建立了 FA 替代率低于 30% 的 UHDMC 试件的冻融破坏模型,预测其在中国东北地区的使用寿命可达 232 年。
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来源期刊
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
期刊介绍: Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged. Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.
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