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unsteady temperature field of surrounding rock mass in high geothermal roadway during mechanical ventilation

Journal of Central South University 2017年第2期24卷 374-381页

作者：张源万志军顾斌周长冰程敬义 School of Mines China University of Mining and Technology Key Laboratory of Deep Coal Resource Mining of Education Ministry China University of Mining and Technology State Key Laboratory of Coal Resources and Safe Mining China University of Mining and Technology

To explore the spatial-temporal evolution law of rock mass temperature in high geothermal roadway during mechar^ical ventilation, a series of experiments were conducted based on the physical simulation test system of thermal and humid environment in high geothermal roadway, which is a method independently developed by China University of Mining and Technology. The results indicate that during ventilation, the disturbed region of the temperature extends gradually from shallow area to deep area in the surrounding rock mass of the roadway. Meanwhile, the temperature increases as the exponential function from shallow area to deep, with steady decrease of the temperature gradient and heat flux. As the ventilation proceeds, the relationship between dimensionless temperature and dimensionless time approximately meets Hill function.

关键词： high geothermal mine heat hazard unsteady temperature field evolution law mechanical ventilation

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NONLINEAR TRANSIENT RESPONSE OF FUNCTIONALLY GRADED SHALLOW SPHERICAL SHELLS SUBJECTED TO MECHANICAL LOAD AND unsteady temperature field

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Acta Mechanica Solida Sinica 2014年第5期27卷 496-508页

作者： Yiming Fu Sumin Hu Yiqi Mao College of Mechanical and Vehicle Engineering Hunan University

This paper is concerned with the transient deformation of functionally graded （FG） shallow spherical shells subjected to time-dependent thermomechanical load. Based on Timoshenko- Mindlin hypothesis and yon Karman nonlinear theory, a set of nonlinear governing equations of motion for FG shallow spherical shells in regard to transverse shear deformation and all the inertia terms are established using Hamilton＇s principle. The collocation point method and Newmark- beta scheme in conjunction with the finite difference method are adopted to solve the governing equations of motion and the unsteady heat conduction equation numerically. In the numerical examples, the transient deflection and stresses of FG shallow spherical shells with various material properties under different loading conditions are presented.

关键词： functionally graded materials unsteady temperature field transient deflection andstresses

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MEASUREMENT AND APPLICATION OF PHYSICAL PARAMETERSIN unsteady HEAT CONDUCTION

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Acta Metallurgica Sinica(English Letters) 2000年第2期13卷 633-637页

作者： S. X. Wanng, D. S. Zheng, Y. L. Liu 1) Department of Material Engineering, Luoyang Institute of Technology, Luoyang 471039, China 2) Luoyang Copper (Group) Co., Ltd, Luoyang, China

As far as the accuracy of calculating unsteady temperature field is concerned, it is very important to find the accurate physical parameters such as specific heat, thermal conductivity, latent heat of phase transformation and surface heat flux. The model for calculating H and Q is established in this paper. The measurement methods and data processing for physical parameters such as volume specific heat C, thermal conductivity k, volume latent heat of phase transformation c1 and surface heat flux are introduced The physical parameters of 1Cr18Ni9Ti and 45 steels and the surface heat flux for 1 Cr18Ni9Ti probe cooled in water,10% NaCl water and oil with different temperatures are measured, respectively. These data show that the probability of absolute error less than 2* C between the calculated and measured values in temperature field calculation reaches above 80% if using the above physical parameters, which provides a reliable technology basis for precise calculation of temperature field.

关键词： unsteady temperature field physical parameter

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