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聚酯纤维和碳纤维硫铝酸盐水泥混凝土力学性能的研究
Research on Mechanical Properties of Polyester Fiber and Carbon Fiber SAC Concrete
2010年第6期
硫铝酸盐水泥;聚酯纤维;碳纤维;抗压强度;劈拉强度;断裂能
Sulphoaluminate cement; Polyester fiber; Carbon fiber; Compressive strength; Splitting tensile strength; Fracture energy
2010年第6期
1000-4637(2010)06-47-03
王 伟,王文奎,徐兆辉,王 拓
山东省建筑科学研究院,济南 250031

王 伟,王文奎,徐兆辉,王 拓

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摘 要:研究了聚酯纤维和碳纤维硫铝酸盐水泥混凝土的力学性能。结果表明,在90d龄期时,聚酯纤维和碳纤维硫铝酸盐水泥混凝土的抗压强度分别达到了58.9MPa、52.4MPa,比同龄期素混凝土试样分别提高了25.6% 和12.0%;而劈拉强度分别达到了5.77MPa和5.11MPa,比同龄期素混凝土试样分别提高了41.1% 和24.9%。碳纤维和聚酯纤维对硫铝酸盐水泥混凝土均有明显的约束裂缝扩展的能力,表现为在28d龄期时,碳纤维混凝土的断裂能达到113.4kJ,比基准混凝土提高了28.1%,而聚酯纤维混凝土的断裂能则达到了139.8kJ,比基准混凝土提高了58.0%。 Abstract: The mechanical properties of polyester fiber and carbon fiber reinforced sulphoaluminate cement (SAC) concrete are researched. The results indicate that the compressive strengths of polyester fiber and carbon fiber reinforced SAC concrete are as high as 58.9MPa and 52.4MPa respectively at 90 days age, which are increased by 25.6% and 12.0% respectively, compared with plain SAC concrete at the same age. The splitting tensile strengths of polyester fiber and carbon fiber reinforced SAC concrete are as high as 5.77MPa and 5.11MPa respectively at 90 days age, which are increased by 41.1% and 24.9% respectively, compared with plain SAC concrete at the same age. The function of carbon fiber and polyester fiber to limit the development of cracks propagation for SAC concrete is obvious, and the fracture energy of carbon fiber reinforced SAC concrete is as high as 113.4kJ at 80 days age, which is increased by 28.1% compared with plain SAC concrete. The fracture energy of polyester fiber reinforced SAC concrete is as high as 139.8kJ at the same age, which is increased by 58.0% compared with plain SAC concrete.
英文名 : Research on Mechanical Properties of Polyester Fiber and Carbon Fiber SAC Concrete
刊期 : 2010年第6期
关键词 : 硫铝酸盐水泥;聚酯纤维;碳纤维;抗压强度;劈拉强度;断裂能
Key words : Sulphoaluminate cement; Polyester fiber; Carbon fiber; Compressive strength; Splitting tensile strength; Fracture energy
刊期 : 2010年第6期
DOI :
文章编号 : 1000-4637(2010)06-47-03
基金项目 :
作者 : 王 伟,王文奎,徐兆辉,王 拓
单位 : 山东省建筑科学研究院,济南 250031

王 伟,王文奎,徐兆辉,王 拓

摘要
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引用本文

摘   要:研究了聚酯纤维和碳纤维硫铝酸盐水泥混凝土的力学性能。结果表明,在90d龄期时,聚酯纤维和碳纤维硫铝酸盐水泥混凝土的抗压强度分别达到了58.9MPa、52.4MPa,比同龄期素混凝土试样分别提高了25.6% 和12.0%;而劈拉强度分别达到了5.77MPa和5.11MPa,比同龄期素混凝土试样分别提高了41.1% 和24.9%。碳纤维和聚酯纤维对硫铝酸盐水泥混凝土均有明显的约束裂缝扩展的能力,表现为在28d龄期时,碳纤维混凝土的断裂能达到113.4kJ,比基准混凝土提高了28.1%,而聚酯纤维混凝土的断裂能则达到了139.8kJ,比基准混凝土提高了58.0%。

Abstract: The mechanical properties of polyester fiber and carbon fiber reinforced sulphoaluminate cement (SAC) concrete are researched. The results indicate that the compressive strengths of polyester fiber and carbon fiber reinforced SAC concrete are as high as 58.9MPa and 52.4MPa respectively at 90 days age, which are increased by 25.6% and 12.0% respectively, compared with plain SAC concrete at the same age. The splitting tensile strengths of polyester fiber and carbon fiber reinforced SAC concrete are as high as 5.77MPa and 5.11MPa respectively at 90 days age, which are increased by 41.1% and 24.9% respectively, compared with plain SAC concrete at the same age. The function of carbon fiber and polyester fiber to limit the development of cracks propagation for SAC concrete is obvious, and the fracture energy of carbon fiber reinforced SAC concrete is as high as 113.4kJ at 80 days age, which is increased by 28.1% compared with plain SAC concrete. The fracture energy of polyester fiber reinforced SAC concrete is as high as 139.8kJ at the same age, which is increased by 58.0% compared with plain SAC concrete.

关键词:
硫铝酸盐水泥;聚酯纤维;碳纤维;抗压强度;劈拉强度;断裂能
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(1)硫铝酸盐纤维混凝土的抗压强度和劈拉强度较硫铝酸盐素混凝土高,其中聚酯纤维的增强效果明显优于碳纤维。在90d龄期时,聚酯纤维和碳纤维硫铝酸盐水泥混凝土的抗压强度分别达到了58.9MPa和52.4MPa,比同龄期素混凝土试样的46.8MPa分别提高了25.6%和12.0%。聚酯纤维和碳纤维硫铝酸盐水泥混凝土的劈拉强度分别达到了5.77MPa和5.11MPa,比同龄期素混凝土试样的4.09MPa分别提高了41.1%和24.9%。
(2)碳纤维和聚酯纤维对硫铝酸盐水泥混凝土均有明显的约束裂缝扩展能力,碳纤维混凝土的断裂能比基准混凝土提高了28.1%,聚酯纤维混凝土的断裂能比基准混凝土提高了58.0%。
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[4] 孙海燕,何真,龚爱民. 混杂纤维对混凝土力学及抗裂性能的影响[J]. 混凝土与水泥制品,2009(2):48-51.
[5] Bing Chen,Keru Wu,Wu Yao.Conductivity of carbon fiber reinforced cement-based composites[J]. Cement & Concrete Composites, 2004(26):291-297.
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