KINETICS OF CEMENT HYDRATION, PLASTIC STRENGTH OF CONCRETE OF CHANNEL CLADDING AND ITS THERMAL STRESS STATE

2021 ◽  
pp. 85-90
Author(s):  
V. YA. ZHARNITSKY ◽  
◽  
P. A. KORNIENKO

The presented research results show that the development of the technology of laying monolithic concrete under various temperature and humidity conditions of the external environment is associated with the acceleration of the hardening process of freshly laid concrete6and the acquisition of the necessary strength before reaching dangerous values of moisture loss and freezing. Only in this case can a high-quality material with high potential properties be obtained. The studies were carried out under isothermal conditions at different temperatures.The obtained data allow us to calculate the temperature fields of concrete that arise due to the exothermy of cement in non-stationary modes. The lining of the channel is considered as an isotropic plate unlimited in the horizontal direction, lying on a solid ground base. When solving the problem, the following prerequisites are accepted: – the temperature regime in the lining and the underlying layer of the soil changes according to the damped harmonic function; – the thermal stress state of the cladding is affected by the creep of the concrete. As a result, the study of the kinetics of heat emission of cement during its hydration under various temperature conditions is mportant and necessary, especially for laying monolithic concrete in the lining of channels.

1986 ◽  
Vol 18 (1) ◽  
pp. 87-92
Author(s):  
A. S. Tsybenko ◽  
B. A. Kuranov ◽  
A. D. Chepurnoi ◽  
V. A. Shaposhnikov ◽  
N. G. Krishchuk

Vestnik MGSU ◽  
2020 ◽  
pp. 380-398
Author(s):  
Nikolay A. Aniskin ◽  
Nguyen Trong Chuc

Introduction. The concreting of solid structures, such as concrete dams, bridge constructions, foundations of buildings and structures, is accompanied by exothermic heating, caused by cement hydration. Heat, emitted by mass concrete blocks, slowly leaves constructions. A substantial temperature difference frequently arises between the solid concrete centre and its surface. If this temperature difference reaches a critical value, thermal cracking occurs, which destroys structural continuity. Temperature problems and those associated with thermal stress state should be resolved to pre-assess and prevent potential cracking. This problem has enjoyed the attention of specialists, and it has been the subject of numerous research projects. Materials and methods. The overview is based on the information about implemented research projects focused on the thermal cracking of mass concrete dams and its prevention. Computer modeling techniques were applied to develop a mathematical model capable of projecting and assessing the potential cracking of mass concrete. Results. The co-authors have compiled an overview of advanced approaches to the assessment of potential thermal crack formation, contemporary problem-solving methods and selected research findings obtained using the finite element method. The co-authors offer a thermal behaviour/thermal stress state projection methodology for solid concrete, as well as a thermal crack formation assessment methodology. Conclusions. The thermal cracking problem has not been solved yet. The proposed methodology and a projection-oriented numerical model can be used as a reference by civil engineers in the process of designing and constructing concrete gravity dams. It may help to reduce cracking probability caused by heat evolution in cement.


1986 ◽  
Vol 18 (5) ◽  
pp. 692-698
Author(s):  
Ya. S. Podstrigach ◽  
Yu. A. Chernukha ◽  
N. I. Voitovich

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