STUDY ON MATERIAL'S FRACTURE MECHANICAL PROPERTIES BASED ON NEW REACTIVE POWDER CONCRETE

Yao Zhixiong; Zhou Ruizhong; Shi Cheng'en

doi:10.13204/j.gyjz200507020

Volume 35 Issue 7

Dec. 2014

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Andres Quiros Zhang Shuai Cheng Xiaohui, . STUDY OF THE MICP INJECTION IN UNSATURATED SANDY SOILS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 28-30. doi: 10.13204/j.gyjz201507006

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Yao Zhixiong, Zhou Ruizhong, Shi Cheng'en. STUDY ON MATERIAL'S FRACTURE MECHANICAL PROPERTIES BASED ON NEW REACTIVE POWDER CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 71-73,95. doi: 10.13204/j.gyjz200507020

Andres Quiros Zhang Shuai Cheng Xiaohui, . STUDY OF THE MICP INJECTION IN UNSATURATED SANDY SOILS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 28-30. doi: 10.13204/j.gyjz201507006

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STUDY ON MATERIAL'S FRACTURE MECHANICAL PROPERTIES BASED ON NEW REACTIVE POWDER CONCRETE

doi: 10.13204/j.gyjz200507020

1.
College of Civil Engineering and Architecture,Fuzhou University Fuzhou 350002

Received Date: 2004-12-25
Publish Date: 2005-07-20

Abstract

Abstract

Two types of reactive powder concrete( RPC) were prepared by substition of fly- ash for fine quartz sand. The effects of volume fraction of polypropylene fibres and curing conditions on the fracture properties of RPC were studied. The results showed that the good workability can be got by less water reducer and ultimate load was increased, but the fracture energy and ductility index es were decreased with the replacement of fly- ash for fine quartz sand. The study also showed that on the same conditions, the effects on the fracture energy and ductility and fracture toughness are varied with the increase of fibre.
- reactive powder concrete,
- fly ash,
- percentage of fibre,
- fracture toughness,
- ductile index

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References(10)

References

Mareel Cheyrezy. Structural Applications of RPC. Concrete, 1999(1):20～23

[2] 朱航征.活性粉末混凝土的开发与应用.福建技术开发,2002,29(1):61～64

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[4] CECS 13-89 钢纤维混凝土的试验方法

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[7] 吴智敏,徐世烺,等.三点弯曲梁法研究混凝土的双K断裂参数以及尺寸效应.水利发电学报,2004(4):16～24

[8] 徐世烺,赵国藩.混凝土窄条断裂区模型及其应用.大连理工大学学报,1993,33(1):57～64

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