Fracture properties and sustainability assessment of strain-hardening alkali activated composites of up to 100 % rubber aggregate

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL
Hongshu Pan , Zeming Yang , Minglang Xue , Jiaying Su , Xiaocai Yan , Zhanbiao Chen , Jiaxiang Lin , Yongchang Guo
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Abstract

Strain-hardening alkali-activated composites (SHAAC) are eco-friendly materials with ductile fracture characteristics. This study investigates the effects of rubber powder (RP) replacement ratios (0–100 %) on the ductile fracture performance of rubberized SHAAC (R-SHAAC), focusing on the underlying toughening mechanisms. The ductile fracture process was quantified with initiation fracture energy JIC and failure fracture energy JIF. The RP toughening mechanism was revealed with matrix-cracking fracture energy Jm, fiber bridging fracture energy Jb, and composite fracture energy Jc. RP enhances R-SHAAC's fracture performance through three mechanisms: reduced matrix toughness, crack bridging, and improved fiber dispersion. R-SHAAC specimens exhibit ductile failure with a primary crack surrounded by dense microcracks. RP extends the steady-state multi-crack propagation phase, increasing JIF by up to 89.9 % compared to the baseline. For most mixtures, Jm/Jc exceeds 60 %, indicating that matrix cracking is the primary mode of energy dissipation. However, RP replacement ratio above 75 % triggers over-saturated cracking, which shortens the steady-state cracking phase and advancing the onset of instability. In addition, the Technique for Order of Preference by Similarity to Ideal Solution analysis identified the mixture with a 25 % RP replacement ratio as the optimal balance between mechanical performance and sustainability. This study clarifies the influence of RP modification on SHAAC’s ductile fracture behavior, providing insights into toughening mechanisms and enabling the evaluation of R-SHAAC designs for sustainable, high-performance construction applications.
高达100% 橡胶骨料应变硬化碱活化复合材料断裂性能及可持续性评价
应变硬化碱活化复合材料(SHAAC)是一种具有韧性断裂特性的环保材料。本文研究了橡胶粉末(RP)替代率(0-100 %)对橡胶化SHAAC (R-SHAAC)韧性断裂性能的影响,重点研究了潜在的增韧机制。用起始断裂能JIC和破坏断裂能JIF来量化韧性断裂过程。采用基体断裂能Jm、纤维桥接断裂能Jb和复合断裂能Jc分析了RP增韧机理。RP通过三种机制提高R-SHAAC的断裂性能:降低基体韧性、裂缝桥接和改善纤维分散性。R-SHAAC试样表现为延性破坏,原始裂纹被密集的微裂纹包围。RP延长了稳态多裂纹扩展阶段,使JIF比基线提高了89.9% %。对于大多数混合物,Jm/Jc超过60 %,表明基体开裂是主要的能量耗散方式。而RP置换比超过75% %时,会引发过饱和开裂,从而缩短稳态开裂阶段,提前失稳发生。此外,理想溶液相似度优先排序分析技术确定了25% % RP替代率的混合物是机械性能和可持续性之间的最佳平衡。该研究阐明了RP改性对SHAAC韧性断裂行为的影响,为增韧机制提供了见解,并为可持续、高性能建筑应用的R-SHAAC设计提供了评估。
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来源期刊
Structures
Structures Engineering-Architecture
CiteScore
5.70
自引率
17.10%
发文量
1187
期刊介绍: Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.
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