| 大体积混凝土(核电站安全壳)预应力损失分析 |
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| 引用本文： | 泮忠元,王社良. 大体积混凝土(核电站安全壳)预应力损失分析[J]. 水利与建筑工程学报, 2009, 7(1) |
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| 作者姓名： | 泮忠元 王社良 |
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| 作者单位： | 西安建筑科技大学,土木工程学院,陕西,西安,710055 |
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| 基金项目： | 国家自然科学基金，高等学校博士学科点专项科研项目，陕西省自然科学基金 |
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| 摘 要： | 本文是关于核电站安全壳混凝土收缩徐变的理论分析,主要内容是在弹性蠕变体理论基础上,利用积分中值定理,在考虑了混凝土的干缩、徐变和预应力钢筋松弛的耦合作用以及建造过程对材料性质变化的影响后,推导出计算后张预应力混凝土的干缩和徐变计算公式,并在此基础上分析了安全壳预应力钢筋的长期预应力损失,这将对核电站安全壳的耐久性分析起到相当重要的作用。
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| 关 键 词： | 核电站 预应力损失 龄期调整有效模量法 |
Analysis on Prestressing Losses of Mass Concrete (Safety Shell of Nuclear Power Plant) |
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| PAN Zhong-yuan,WANG She-liang. Analysis on Prestressing Losses of Mass Concrete (Safety Shell of Nuclear Power Plant)[J]. Journal of Water Resources Architectural Engineering, 2009, 7(1) |
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| Authors: | PAN Zhong-yuan WANG She-liang |
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| Affiliation: | College of Civil Engineering;Xi'an Scientific and Technical University of Architecture;Xi'an;Shaanxi 710055;China |
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| Abstract: | This paper is concerning the theoretical analysis on concrete shrinkage and creep of the safety shell of a nuclear power plant.The main content is that,on the foundation of elastic creep theory and using the mean value theorem for integration,the formulas for calculating the dry shrinkage and creep of the post-tensioned concrete are deduced after considering the influence of the dry shrinkage,creep,the pre-stressed reinforced conpling function of the concrete,and the material changes from constrution.And,on... |
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| Keywords: | nuclear power plant pre-stressed loss age-adjusted effective modulus method |
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