Multiaxial failure of dual-phase elastomeric composites

IF 4.7 2区 工程技术 Q1 MECHANICS Engineering Fracture Mechanics Pub Date : 2024-11-14 DOI:10.1016/j.engfracmech.2024.110625
Mohit Goswami , Piyush Gupta , Yoav Lev , Santanu Chattopadhyay , Konstantin Volokh
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Abstract

The natural rubber (NR) and styrene butadiene rubber (SBR) based composites are used in several industrial applications, mainly tires. The mechanical properties can be tailored by blending them in appropriate ratios. In the present study, blended polymer–matrix composites are tested for uniaxial and bulge tests. Simultaneous constitutive modeling with failure description is done for uniaxial and equibiaxial test results. Using the computational modeling we study the problem of cavitation and compare these results with morphological analysis. The finite element analysis (FEA) is used to analyze state of stress throughout the bulge. We find that the rubber composites can behave contradictorily under different types of mechanical testing environments. For instance, the pressure at failure for SBR composite is found to be 3% more than NR composite under bulge test. However, tensile strength of NR composite is found to 40% more than that of SBR composite, when tested uniaxially. The critical hydrostatic tension corresponding to onset of cavitation is observed to decreasing by more than 20% when NR composite is compared with SBR composite. The dual phase rubber composite with 25% NR and 75% SBR exhibits better mechanical properties, when compared with other blended composites.

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双相弹性复合材料的多轴失效
以天然橡胶(NR)和丁苯橡胶(SBR)为基础的复合材料被广泛应用于多种工业领域,主要是轮胎。通过以适当的比例混合这两种材料,可以定制其机械性能。本研究对共混聚合物基复合材料进行了单轴和隆起试验。针对单轴和等轴测试结果,同时进行了结构建模和失效描述。通过计算建模,我们研究了空化问题,并将这些结果与形态分析进行了比较。有限元分析(FEA)用于分析整个隆起的应力状态。我们发现,在不同类型的机械测试环境下,橡胶复合材料的表现会相互矛盾。例如,在隆起试验中,SBR 复合材料的破坏压力比 NR 复合材料高 3%。然而,在单轴测试中,发现 NR 复合材料的拉伸强度比 SBR 复合材料高 40%。与丁苯橡胶复合材料相比,NR 复合材料对应于空化开始时的临界静水压力降低了 20% 以上。与其他共混复合材料相比,含有 25% NR 和 75% SBR 的双相橡胶复合材料具有更好的机械性能。
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来源期刊
CiteScore
8.70
自引率
13.00%
发文量
606
审稿时长
74 days
期刊介绍: EFM covers a broad range of topics in fracture mechanics to be of interest and use to both researchers and practitioners. Contributions are welcome which address the fracture behavior of conventional engineering material systems as well as newly emerging material systems. Contributions on developments in the areas of mechanics and materials science strongly related to fracture mechanics are also welcome. Papers on fatigue are welcome if they treat the fatigue process using the methods of fracture mechanics.
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