DocumentCode
1894311
Title
Analysis on Damage Characteristics of Red Sandstone
Author
Gao Bing-li
Author_Institution
Sch. of Archit. & Civil Eng., Xi´an Univ. of Sci. & Technol., Xi´an, China
Volume
1
fYear
2012
fDate
23-25 March 2012
Firstpage
46
Lastpage
49
Abstract
Damage test of red sandstone is completed by RMT150 rock mechanics test system. The results show that low cycle fatigue test curve of red sandstone is divided into two parts. It is obvious that the development of the whole axial deformation has the following three stage feature: initial stage, constant speed stage and acceleration stage. Low cycle fatigue damage model is improved by introducing explicit hardening parameter, the low cycle fatigue test results of red sandstone are quantitatively analyzed, the obtained damage developing formula reflects the damage development of fatigue failure process. The test results is basically in accordance with the theory analysis results.
Keywords
deformation; failure (mechanical); fatigue; fatigue testing; geotechnical engineering; hardening; rocks; RMT150 rock mechanic test system; acceleration stage; axial deformation; constant speed stage; damage characteristics; damage test; fatigue failure process; hardening parameter; initial-stage feature; low-cycle fatigue damage model; low-cycle fatigue test curve; red sandstone; Fatigue; Loading; Mathematical model; Plastics; Rocks; Strain; Stress; Damage Characteristic; Fatigue test; Red Sandstone; prediction;
fLanguage
English
Publisher
ieee
Conference_Titel
Computer Science and Electronics Engineering (ICCSEE), 2012 International Conference on
Conference_Location
Hangzhou
Print_ISBN
978-1-4673-0689-8
Type
conf
DOI
10.1109/ICCSEE.2012.467
Filename
6187825
Link To Document