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Relevant bibliographies by topics / Thermo-stressed state

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Journal articles

Academic literature on the topic 'Thermo-stressed state'

Author: Grafiati

Published: 30 May 2022

Last updated: 31 May 2022

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Journal articles on the topic "Thermo-stressed state"

1

Goloshumova, V., and Yu Brodov. "The thermo-stressed state of Steam Turbine Rotors during plant start-up." International Journal of Energy Production and Management 1, no. 3 (2016): 245–52. http://dx.doi.org/10.2495/eq-v1-n3-245-252.

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2

Pulyaev, I. S., and S. M. Pulyaev. "ACCOUNTING OF THE OWN THERMO-STRESSED STATE OF THE SOLID CONCRETE WHILE PROVIDING THE REQUIRED CONSUMER PROPERTIES OF THE CRIMEAN BRIDGE CONSTRUCTIONS." Russian Automobile and Highway Industry Journal 15, no. 5 (2018): 742–59. http://dx.doi.org/10.26518/2071-7296-2018-5-742-759.

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Introduction.The paper deals with the issues related to the determination and registration of the own thermo-stressed state formed in concrete while hardening and used to provide the required consumer properties in the Crimean bridge construction. Therefore, the problem is relevant because of the deadlines for the construction of such facility in the conditions of rough terrain and dry hot climate, and also taking into account the development of the unique non-class facilities in Russia.Materials and methods.The research is carried out in real-time conditions with the usage of modern measuring

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3

Efimova, A. R., S. A. Vasilenko, and V. V. Bychkova. "CCP maneuverability increasing algorithm realized on DCS with the metal allowable thermo-stressed state provision." Journal of Physics: Conference Series 1679 (November 2020): 052010. http://dx.doi.org/10.1088/1742-6596/1679/5/052010.

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4

Zhang, Xiaolong, and Zheng Zhong. "Thermo-Chemo-Elasticity Considering Solid State Reaction and the Displacement Potential Approach to Quasi-Static Chemo-Mechanical Problems." International Journal of Applied Mechanics 10, no. 10 (2018): 1850112. http://dx.doi.org/10.1142/s1758825118501120.

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Engineering materials and structures represent complex behaviors when reacting to superposed influences of mechanical forces, high temperature, diffusion and reaction of chemicals, which could cause large internal stresses and further induce cracks or failure. To determine the material reliability and integrity, the multi-field interactions and stresses/strains evolutions need to be identified at first. We proposed a theory of thermo-chemo-elasticity considering solid state reactions between the solid phase and absorbed chemicals in a stressed-solid. Both diffusion–reaction induced chemical st

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5

Weng, Lu Qian, Hai Lin Cao, Pavel V. Krivenko, et al. "Modeling a Thermo-Stressed State of the Cast-in-Situ Low Carbon Footprint Alkali Activated Slag Cement Concrete Hardened under Hot Environment." Applied Mechanics and Materials 525 (February 2014): 482–90. http://dx.doi.org/10.4028/www.scientific.net/amm.525.482.

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Alkali activated slag cement concretes are low carbon footprint building mateirals, which can meet the requirements for sustainable development. The paper covers the results of modeling a thermo-stressed state of the cast-in-situ massive alkali activated slag cement concrete structure hardened under hot environment to meet the requirements for marine engineering application. The results show that alkali activated slag cement concretes have a substantially lower heat release than that of Portland, are suitable for cast-in-situ massive alkali activated slag cement concrete structure even under h

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6

Volkov, Ivan, Leonid Igumnov, Svetlana Litvinchuk, and Igor Vorobtsov. "Modeling dynamic deformation and failure of thin-walled structures under explosive loading." EPJ Web of Conferences 183 (2018): 03016. http://dx.doi.org/10.1051/epjconf/201818303016.

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In the framework of mechanics of damaged media, behavior of thin-walled structures under pulsed loading is described. Account is taken of the interaction of the processes of dynamic deformation and damage accumulation, as well as of the main characteristic features of the dynamic failure process: the multi-staged character, nonlinear summation of damage, stressed state history and accumulated damage level. The chosen system of equations of thermo-plasticity describes the main effects of dynamic deformation of the material for random deformation trajectories. The equations of state are based on

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7

Gaidaichuk, Viktor, Liudmyla Shevchuk, and Olena Bilobrytska. "Influence of incompatibility of thermomechanical parameters of bearing layers of a bridge structure on its thermo-stressed state." Strength of Materials and Theory of Structures, no. 107 (October 29, 2021): 301–11. http://dx.doi.org/10.32347/2410-2547.2021.107.301-311.

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On the basis of the theory of thermoelasticity, the problem of the thermally stressed state of a two-layer fragment of a bridge structure, consisting of a metal base and an asphalt-concrete upper layer, under conditions of a change in the ambient temperature at different values of the coefficients of thermal linear expansion of the layers is considered. Using the finite element method, the fields of thermal stresses, deformations and displacements are constructed for various values of the thermomechanical characteristics of the layers. The analysis of the influence of the values of thermomecha

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8

Semenov, Kirill, and Yuri Barabanshchikov. "Thermal Cracking Resistance in Massive Concrete Structures in the Winter Building Period." Applied Mechanics and Materials 725-726 (January 2015): 431–41. http://dx.doi.org/10.4028/www.scientific.net/amm.725-726.431.

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The article deals with issues of the thermal cracking resistance in massive concrete and reinforced concrete structures during the building period. The paper lists the calculation results of the NPP reactor foundation mat thermal stressed state and thermal cracking resistance. The research also considers the concrete hardening temperature influence on its thermo-physical and deformation characteristics. The deformation criterion is used to calculate the concrete thermal cracking resistance. In addition, the paper focuses on the assignment of safe concrete pouring technological parameters in th

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9

Serednytska, Kh I., and R. M. Martynyak. "Thermoelastic behavior of a bimaterial with interface crack filled with an incompressible fluid." Bulletin of Taras Shevchenko National University of Kyiv. Series: Physics and Mathematics, no. 1 (2019): 206–9. http://dx.doi.org/10.17721/1812-5409.2019/1.48.

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Thermo-stressed state of the bimaterial with the interfacial crack filled with an incompressible fluid is investigated. The bimaterial with zero Dundurs parameter is considered. The thermo-elastic problem is reduced to nonlinear systems of singular integro-differential equations for a temperature jump between the cracks faces and an opening crack. The pressure of the fluid is determined from the equation of the incompressible fluid. Using the method of successive approximations a numerical solution of the problem is constructed. The opening crack and temperature jump are determined by the fini

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10

Vorobiev, Yu, R. Rzadkowski, N. Ovcharova, and T. Berlizova. "Thermo-stressed state of a single-crystal cooled blade taking into account the axial orientation of the crystallographic axes." Bulletin of the National Technical University «KhPI» Series: Dynamics and Strength of Machines 1, no. 33 (2018): 18–22. http://dx.doi.org/10.20998/2078-9130.2018.33.151222.

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