Cracking and Temperature Control in Mass Concrete Construction

2012 ◽  
Vol 446-449 ◽  
pp. 841-845 ◽  
Author(s):  
Zhong Qing Xu ◽  
Yong Gang Ding ◽  
Chang Yi Zhai ◽  
Qiang Jun Li

With the development of economy, the area of construction grows fast, the use of mass concrete basic of the high-rise and large building also becomes normal. So the cracking control of mass concrete has become an important topic nowadays. In this paper, the mechanism of the cracking and the methods to control the cracking will be studied. And then the stress and temperature field of the basic platform of the national stadium in the mass concrete curing period will be studied by infinite element method. After that, results of the infinite element method will be compared with the results of monitoring. At last, we can come to a conclusion that the cracking of the mass concrete can be controlled in reasonable limits by some measures.

2014 ◽  
Vol 578-579 ◽  
pp. 445-455
Author(s):  
Mustapha Demidem ◽  
Remdane Boutemeur ◽  
Abderrahim Bali ◽  
El-Hadi Benyoussef

The main idea of this paper is to present a smart numerical technique to solve structural and non-structural problems in which the domain of interest extends to large distance in one or more directions. The concerned typical problems may be the underground excavation (tunneling or mining operations) and some heat transfer problems (energy flow rate for construction panels). The proposed numerical technique is based on the coupling between the finite element method (M.E.F.) and the infinite element method (I.E.M.) in an attractive manner taking into consideration the advantages that both methods offer with respect to the near field and the far field (good accuracy and sensible reduction of equations to be solved). In this work, it should be noticed that the using of this numerical coupling technique, based on the infinite element ascent formulation, has introduced a more realistic and economic way to solve unbounded problems for which modeling and efficiency have been elegantly improved. The types of the iso-parametric finite elements used are respectively the eight-nodes (Q8) and the four-nodes (Q4) for the near field. However, for the far field the iso-parametric infinite elements used are the eight-nodes (Q8I) and the six-nodes (Q6I).


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