界面粘结强度对高填充CaCO3/不饱和聚酯树脂复合材料性能和损伤行为影响的离散元法研究

A discrete element method study on the effect of interfacial bond strength on the performance and damage behavior of highly filled CaCO3/unsaturated polyester resin composites

  • 摘要: 基于高组分CaCO3填料的不饱和聚酯树脂(UPR)复合材料在建筑及机械加工等领域具有重要应用价值,其界面粘结强度调控是提升人造石材、新型树脂砂浆以及机床承重材料等力学性能的核心问题。针对高填充CaCO3/UPR复合材料的多尺度破坏机制定量研究的难题,本研究结合单轴压缩试验构建了包含骨料相、树脂砂浆相、界面相和空隙相的四相离散元模型,探讨界面强度梯度变化对应力-应变行为、能量变化响应、力链演化、破坏模式、内部颗粒位移场的影响。结果表明,高填充CaCO3/UPR复合材料损伤演化过程遵循弹性阶段、裂缝稳定扩展阶段、裂缝不稳定扩展阶段和下降段四阶段规律。当界面强度为0.2 σm时,应变能达4.02 kJ,超过裂纹扩展阈值1.95 kJ,多相分离诱发结构失稳。界面粘结强度由0.2 σm提升至1.0 σm时可使抗压强度增强31.5%,裂纹生成应力提高445.3%,峰值应力处的应变能从73 kJ增至98 kJ,证实界面强化可提升材料能量吸收与抗变形能力。各破坏阶段之间的演化特征可按界面强度阈值划分:当界面强度≤0.6 σm时,裂纹主要沿骨料界面贯通形成剪切破坏,力链断裂持续增加,导致骨料阻裂失效;在接近或大于0.8 σm时,裂纹萌生多转向于各基体-界面复合区域,裂纹明显下降,裂纹路径迁移,颗粒位移对称性提升。界面优化可通过双重机制增强材料性能,延缓摩擦、滑移诱导的耗散进程以提升起裂应力,同时通过裂纹路径调控实现破坏模式由界面脱粘向树脂砂浆基体内部断裂的转变。本研究可为涉及高填充CaCO3/UPR复合材料有机-无机界面的理论研究提供参考依据。

     

    Abstract: High-content CaCO₃-filled unsaturated polyester resin (UPR) composites hold significant application value in construction and mechanical processing fields. The regulation of interfacial bond strength is a core issue for enhancing the mechanical properties of artificial stone, novel resin mortars, and machine tool load-bearing materials. Addressing the challenge of quantitative multiscale failure mechanism analysis in high-filler CaCO₃/UPR composites, this study established a four-phase discrete element model (DEM) incorporating aggregate, resin mortar, interface, and void phases through uniaxial compression tests. The effects of gradient variations in interfacial strength on stress-strain behavior, energy evolution, force chain development, failure modes, and internal particle displacement fields were systematically investigated. Results revealed that the damage evolution of high-filler CaCO₃/UPR composites follows a four-stage pattern: elastic phase, stable crack propagation phase, unstable crack propagation phase, and post-peak softening phase. When the interfacial strength was 0.2 σm, the strain energy reached 4.02 kJ, exceeding the crack propagation threshold of 1.95 kJ, leading to structural instability induced by multiphase separation. Increasing interfacial bond strength from 0.2 σm to 1.0 σm enhanced compressive strength by 31.5%, elevated crack initiation stress by 445.3%, and increased strain energy at peak stress from 73 kJ to 98 kJ, confirming that interface strengthening improves energy absorption and deformation resistance. Failure stage transitions were governed by interfacial strength thresholds: At interfacial strengths ≤0.6 σm, cracks predominantly propagated along aggregate interfaces, forming shear failure patterns with continuous force chain fractures, ultimately causing crack-blocking failure. When interfacial strength approached or exceeded 0.8 σm, crack nucleation shifted to matrix-interface composite regions, accompanied by reduced crack density, altered propagation paths, and enhanced particle displacement symmetry. Interface optimization enhances material performance through dual mechanisms: delaying friction/slip-induced dissipation processes to elevate crack initiation stress, and redirecting crack paths to transition failure modes from interfacial debonding to matrix-dominated fracture. This work provides theoretical insights for optimizing organic-inorganic interfaces in high-filler CaCO₃/UPR composites.

     

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