Multiple impact resistance and microstructure of hybrid fiber-reinforced fly ash/slag-based geopolymers after exposure to elevated temperatures

IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Journal of building engineering Pub Date : 2024-09-11 DOI:10.1016/j.jobe.2024.110676
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Abstract

Engineered geopolymer composites (EGC) have garnered significant attention from researchers as a new environmentally friendly building material with superior tensile properties, impact resistance, and high-temperature resistance. This study focuses on the investigation of the dynamic mechanical properties of a hybrid fiber reinforced lightweight EGC containing ceramsite (LW-EGC) after exposure to elevated temperatures and multiple impacts. The effects of temperature, steel fiber content, and ceramsite types were taken into consideration. The analysis encompassed multiple impact stress-strain curves, dynamic peak stress and strain evolution, energy absorption, damage evolution, damage morphology, and microstructure changes following exposure to elevated temperatures. The experimental results revealed a significant decrease in the number of impacts endured by LW-EGC-M as the temperature increased. After 200 °C, the LW-EGC-M experienced 15 impacts, while after 800 °C, it only endured 2 impacts. Both cumulative energy absorption and cumulative damage of LW-EGC exhibited an exponential growth pattern with an increasing number of impacts. Microstructural analysis unveiled the emergence of a new nepheline phase after exposure to elevated temperatures, while the calcite in the matrix demonstrated gradual decomposition. Moreover, elevated temperatures led to a decreased Si/Al ratio in the matrix. The complete melting of PVA fibers after exposure to elevated temperatures resulted in the production of numerous interconnected pores in the matrix, leading to a decline in the mechanical strength of LW-EGC. This phenomenon also contributed to the reduction of internal pore pressures and the release of local vapor pressure generated by elevated temperatures.

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混合纤维增强粉煤灰/矿渣基土工聚合物暴露于高温后的多重抗冲击性和微观结构
工程土工聚合物复合材料(EGC)是一种新型环保建筑材料,具有优异的拉伸性能、抗冲击性和耐高温性,因此受到了研究人员的极大关注。本研究的重点是调查含有陶瓷石的混合纤维增强轻质 EGC(LW-EGC)在暴露于高温和多次冲击后的动态机械性能。研究考虑了温度、钢纤维含量和陶瓷石类型的影响。分析包括多次冲击应力-应变曲线、动态峰值应力和应变演变、能量吸收、损伤演变、损伤形态以及暴露于高温后的微观结构变化。实验结果表明,随着温度的升高,LW-EGC-M 承受的冲击次数明显减少。在 200 °C 之后,LW-EGC-M 经受了 15 次冲击,而在 800 °C 之后,它只承受了 2 次冲击。随着冲击次数的增加,LW-EGC-M 的累积能量吸收和累积损伤都呈现指数增长模式。微观结构分析表明,在暴露于高温后,出现了新的霞石相,而基体中的方解石则逐渐分解。此外,温度升高导致基体中的硅/铝比率下降。PVA 纤维在暴露于高温后完全熔化,导致基质中产生大量相互连接的孔隙,从而导致 LW-EGC 的机械强度下降。这一现象也导致了内部孔隙压力的降低以及高温产生的局部蒸汽压力的释放。
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来源期刊
Journal of building engineering
Journal of building engineering Engineering-Civil and Structural Engineering
CiteScore
10.00
自引率
12.50%
发文量
1901
审稿时长
35 days
期刊介绍: The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.
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