Development of Temperature and Stress during Foundation Slab Concreting of National Supercomputer Centre IT4

机译：国家超级计算机中心基础平板混凝土温度和应力的发展

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In the paper the method of experimental temperature and stress measurement of reinforced concrete foundation slab during construction of the National Supercomputmg Centre in Ostrava, Czech Republic is described. Measured results are compared with numerical analysis and time dependent development of concrete strength. Decreasing the tensile stress in concrete by use of the sliding joint was verified.

机译：据介绍了斯坦邦国家超级Computmg中心建设中钢筋混凝土基坑的实验温度和应力测量方法。将测量结果与混凝土强度的数值分析和时间依赖性发展进行比较。通过使用滑动接头验证了混凝土中的拉伸应力。

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来源
《International Conference on Concrete and Concrete Structures》|2014年||共6页
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作者
Radim Cajka; Roman Fojtik;
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原文格式 PDF
正文语种
中图分类混凝土结构、钢筋混凝土结构;
关键词
Experimental measurement; temperature; stress; concrete foundation; sliding joints;

机译：实验测量;温度;压力;混凝土基础;滑动关节;
入库时间 2022-08-21 11:28:48

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4. Development of Temperature and Stress during Foundation Slab Concreting of National Supercomputer Centre IT4 [C] . Radim Cajka, Roman Fojtik International Conference on Concrete and Concrete Structures . 2014

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5. Optimization of steel pile foundations with rigid or flexible concrete slabs [D] . Hoback, Alan Scott 1993

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6. Structural Safety Evaluation of Precast Prestressed Concrete Deck Slabs Cast Using 120-MPa High-Performance Concrete with a Reinforced Joint [O] . Jae-Hyun Bae, Hoon-Hee Hwang, Sung-Yong Park 2019

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7. Development of Temperature and Stress during Foundation Slab Concreting of National Supercomputer Centre IT4 [O] . Cajka Radim, Fojtik Roman 2013

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8. Prestress Loss and Creep Camber in a Highway Bridge with Reinforced Concrete Slab on Pretensioned Prestressed Concrete Beams [R] . Furr, H. L., Sinno, R., Ingram, L. L. 1968

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Development of Temperature and Stress during Foundation Slab Concreting of National Supercomputer Centre IT4

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