Title :
Analysis on Damage Characteristics of Red Sandstone
Author_Institution :
Sch. of Archit. & Civil Eng., Xi´an Univ. of Sci. & Technol., Xi´an, China
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;
Conference_Titel :
Computer Science and Electronics Engineering (ICCSEE), 2012 International Conference on
Conference_Location :
Hangzhou
Print_ISBN :
978-1-4673-0689-8
DOI :
10.1109/ICCSEE.2012.467