1985
DOI: 10.1016/0013-7944(85)90110-9
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Compliance functions for various fracture mechanics specimens

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Cited by 22 publications
(13 citation statements)
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“…Crack length determinations were made using standard elastic compliance and optical methods. The compliance coefficients for the DC(T) specimen were determined in this study and are presented elsewhere [9]. Fatigue testing was conducted on an Instron servo-hydraulic closed loop automated test system utilizing a Digital Equipment Corporation PDP 1 I series minicomputer for both data acquisition and machine control.…”
Section: Materials and Experimental Techniquementioning
confidence: 99%
“…Crack length determinations were made using standard elastic compliance and optical methods. The compliance coefficients for the DC(T) specimen were determined in this study and are presented elsewhere [9]. Fatigue testing was conducted on an Instron servo-hydraulic closed loop automated test system utilizing a Digital Equipment Corporation PDP 1 I series minicomputer for both data acquisition and machine control.…”
Section: Materials and Experimental Techniquementioning
confidence: 99%
“…An important aspect of fracture resistance is that it may vary as the crack grows such that ‫ܩ‬ is a function of the crack growth ∆ܽ [37]. Among the different experimental technics developed over the years to quantify the fracture toughness of materials, the compliance method has been successfully applied to fiber-reinforced polymer composites [36][37][38][39][40]. Early in the sixties, Sih et al…”
Section: About the Translaminar Fracture Toughness Measurementmentioning
confidence: 98%
“…The compliance ‫ܥ‬ is defined by the slope of the load-displacement curve which is usually linear [36][37][38][39][40]. Indeed, the use of LEFM requires a linear load-displacement behaviour and very localized plastic deformation at the crack tip.…”
Section: Translaminar Fracture Toughness Measurementmentioning
confidence: 99%
“…In this work, a new data reduction scheme relying on the compliance method was used. This method has been successfully implemented on the compact tension (CT) specimens and double cantilever beams (DCBs) . To evaluate the SIF following the mentioned method, the free stress, dead zone concept was thereby considered…”
Section: Introductionmentioning
confidence: 99%