DocumentCode
3369881
Title
Research on bend strength of brittle materials based on statistical fracture theory
Author
Nai-Long, Zhu ; Ying-Wen, Che
Author_Institution
Sch. of Civil Eng. & Archit., Wuhan Univ. of Technol., Wuhan, China
fYear
2010
fDate
26-28 June 2010
Firstpage
1095
Lastpage
1097
Abstract
Based on statistical fracture theory, the expect strength and failure probability of brittle materials relating 3-point bending test and 4-point bending test are developed. The relation of the expect strength in the above stress states is studied. According to the analysis results, the followings may be concluded: (1)The expect strength in bending stress states is greater than that in the stress state of uniform uniaxial tension; (2) The expect strength in 3-point bending stress state is greater than that in 4-point bending stress state; (3) In 4-point bending stress state, the bigger the distance of the load working points is, the less the expect strength is or, the bigger the failure probability of the structure in the same stress state is. All these conclusions may possess important guiding meanings to practice project.
Keywords
bending strength; brittleness; stress analysis; bend strength; bending stress state; brittle material; failure probability; statistical fracture theory; uniform uniaxial tension; Civil engineering; Electronic mail; Failure analysis; Internal stresses; Materials testing; Plastics; Probability; Reliability engineering; Reliability theory; Solids; destroying solid angle; equivalent stress; expect strength; failure probability; statistical fracture theory;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-7737-1
Type
conf
DOI
10.1109/MACE.2010.5536828
Filename
5536828
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