DocumentCode
3235231
Title
Experimental study on thermal expansion of granite
Author
Ji Ming ; Zhang nong
Author_Institution
State Key Lab. of Coal Resources & Safe Min., China Univ. of Min. & Technol., Xuzhou, China
fYear
2011
fDate
22-24 April 2011
Firstpage
6605
Lastpage
6608
Abstract
By using type of MTS810 electro-hydraulic servo material test system that equipping with MTS652.02 high temperature furnace, thermal expansion experiments to granite samples from one of Shan-dong mines under elevated temperature that varies from 100°C to 800°C was performed. The results show that the granite thermal expansion deformation increases with the increasing temperature, and there is a good increasing exponential relation between temperature and thermal strain. The experimental expressions of thermal expansion coefficient is obtained by the experiments, and the integral formula of thermal strain calculation was presented, and the traditionally calculate formula of thermal strain is just an approximately formula of integral formula in a small temperature range. The incremental elastoplastic constitutive equation considering temperature stress is derived.
Keywords
elastoplasticity; furnaces; geotechnical engineering; integral equations; rocks; thermal expansion; thermal stresses; MTS652.02 high temperature furnace; MTS810 electro-hydraulic servo material test system; granite; incremental elastoplastic constitutive equation; integral formula; temperature 100 C to 800 C; temperature stress; thermal expansion deformation; thermal strain; Coal; Laboratories; Rocks; Strain; Temperature; Thermal expansion; elastoplastic constitutive; granite; high temperatures; thermal expansion; thermal expansion coefficient;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5775185
Filename
5775185
Link To Document