2008
DOI: 10.1007/s12206-008-0915-6
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Contact stress of O-ring under uniform squeeze rate by photoelastic experimental hybrid method

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Cited by 30 publications
(10 citation statements)
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“…It is interesting to note that to the best knowledge of the authors a synergy of both photoelastic experimental hybrid method and weight functions has not been applied where quantitative values of contact and interior stresses of structures have been determined. For example to determine the contact stresses of an O‐ring, the photoelastic hybrid method was applied without use of weight functions .…”
Section: Resultsmentioning
confidence: 99%
“…It is interesting to note that to the best knowledge of the authors a synergy of both photoelastic experimental hybrid method and weight functions has not been applied where quantitative values of contact and interior stresses of structures have been determined. For example to determine the contact stresses of an O‐ring, the photoelastic hybrid method was applied without use of weight functions .…”
Section: Resultsmentioning
confidence: 99%
“…The photoelastic experimental hybrid method using the internal traction free condition or external traction free condition has been already developed. [7,8,11] The loading condition of this study is the restrain condition for the contact between the O-ring and cylinder as shown in Fig. 1.…”
Section: Stress Componentsmentioning
confidence: 99%
“…In this study, the stresses of the O-ring under the first loading condition or the second loading condition were investigated [7]. The stresses of the O-ring under the third loading condition have not been studied.…”
Section: Introductionmentioning
confidence: 99%
“…Digital photoelasticity has been successfully applied to understand the load transfer behaviour in a wide variety of problems spanning from mechanical contacts to biomechanics and granular materials. [ 11–17 ] In spite of the potential of optical techniques to investigate the real development and distribution of strains in complex problems, techniques like digital photoelasticity [ 18,19 ] to study the load transfer behaviour in masonry have been scarcely explored. The potential of photoelastic stress analysis of masonry has been demonstrated by Blasi and Pecchioli [ 20 ] only in 1981.…”
Section: Introductionmentioning
confidence: 99%