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The influence of bagasse fibre and fly ash on the long-term properties of green cementitious composites

机译:蔗渣纤维和粉煤灰对绿色水泥复合材料长期性能的影响

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Both the long-term physical and mechanical properties of new green cementitious composites reinforced with bagasse fibre and steel fibre with ultra high volume of fly ash are investigated in this paper. Newly cast specimens were cured in the lab for the first 28 days, then these specimens were moved outside to be cured in weather conditions for up to 10 months. The physical properties (including bulk density, apparent porosity and water absorption), mechanical properties (such as compressive strength, Young's modulus and modulus of rupture) are investigated experimentally at the age of 28 days, 3 months, 6 months and 10 months. SEM tests are also conducted to study the microstructure of the new composites. Through comparison with the mechanical behaviour of the composites at the age of 28 days, the long-term effect on the physical and mechanical properties of the composites are discussed, and the impact of fly ash content and bagasse fibre content on the composites under the weathering conditions are also analysed. The experimental results show that the compressive strength, Young's modulus, modulus of rupture and tensile strength of the composites decrease with the reduction of the content of fly ash and bagasse fibre, but bending toughness of the material increases with fly ash content and peaks as fly ash to cement ratio achieves 2.0. The mechanical properties of the new composites are found to be comparable to those of conventional concrete and they are very promising green and sustainable construction and building materials for the next generation infrastructures. (c) 2016 Elsevier Ltd. All rights reserved.
机译:本文研究了甘蔗渣纤维和超高飞灰量的钢纤维增强的新型绿色水泥基复合材料的长期物理和力学性能。新铸造的标本在实验室中固化了头28天,然后将这些标本移到室外以在长达10个月的天气条件下进行固化。在28天,3个月,6个月和10个月的年龄下,对物理性能(包括堆积密度,表观孔隙率和吸水率),机械性能(例如抗压强度,杨氏模量和断裂模量)进行了实验研究。还进行了SEM测试以研究新型复合材料的微观结构。通过与28天复合材料的力学行为比较,讨论了对复合材料物理和机械性能的长期影响,以及粉煤灰含量和甘蔗渣纤维含量对风化条件下复合材料的影响。条件也进行了分析。实验结果表明,随着粉煤灰和甘蔗渣纤维含量的降低,复合材料的抗压强度,杨氏模量,断裂模量和拉伸强度降低,但材料的弯曲韧性随粉煤灰含量的增加而增加,并随着粉煤的峰值而增加。粉煤灰比达到2.0。发现新复合材料的机械性能可与常规混凝土相媲美,它们是下一代基础设施非常有前途的绿色可持续建筑和建材。 (c)2016 Elsevier Ltd.保留所有权利。

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