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Micromechanics-based durability study of cellulose cement in flexure

机译:基于微力学的纤维素水泥抗弯耐久性研究

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摘要

A micromechanics-based durability model wasdeveloped to predict the flexural mechanical properties of thinsheet cementitious composites reinforce with refined andunrefined cellulose fibers when the composite was tested dry, wet,and accelerated (carbonation) aged. The model is based onfracture mechanics and directly links the changes in materialstructure resulting from environmental deterioration processes tocomposite flexural mechanical properties. The model was used asa tool to estimate quantitatively cellulose fiber-matrix interfacialmicroparameters that were too difficult to measureexperimentally. Reasonable agreement was found between modelpredictions and experimentally determined trends in compositeflexural mechanical properties and mode of cellulose fiber failure(pullout or rupture) as a function of environment. This supportsthe validity of the proposed micromechanical modeling parameters.
机译:建立了基于微力学的耐久性模型,以预测复合材料经过干,湿和加速(碳化)老化测试后,分别用精制和未精制纤维素纤维增强的薄片水泥基复合材料的弯曲机械性能。该模型基于断裂力学,并将环境恶化过程导致的材料结构变化直接链接到复合弯曲力学性能。该模型用作定量评估纤维素纤维-基质界面微观参数的工具,这些参数在实验中难以测量。在模型预测和实验确定的复合弯曲力学性能趋势以及纤维素纤维破坏(拉出或破裂)模式随环境变化的趋势之间找到了合理的一致性。这支持了所提出的微机械建模参数的有效性。

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