FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2769852969> ?p ?o ?g. }

• W2769852969 endingPage "715" @default.
• W2769852969 startingPage "699" @default.
• W2769852969 abstract "Abstract The design of high performance composite structures frequently includes various shape and size discontinuities for various purposes. The zones near to these notches become critical regions under various working loading. The stress concentration factor (SCF), failure process, delamination, and tensile strength degradation of aluminum as well as in E-glass laminated plates are addressed in the current study through a combination of analytical, experimental and numerical studies using finite element (FE) modeling techniques. In the first part of the current work, a series of tensile tests on laminates with various fiber orientation angles and specimens with different notch diameter/width ( D / W ) ratios are designed and tested to determine the SCF and fracture mechanisms for unnotched/notched specimens. In addition, strain distribution, failure patterns and damage mechanisms of laminated plates with square and rectangular holes with rounded corners have been investigated. The specimens were manufactured from commercially available aluminum and unidirectional E-glass and Medapoxy STR resin epoxy. Digital Image Correlation (DIC) technique is used to obtain full-field surface strain measurements in notched specimens with different fiber orientations and open hole sizes, in order to show their effects on SCF, failure strength and mechanisms. The strain concentration that allowed damage initiation and failure propagation in the notched laminated plates is obtained experimentally and compared with the simulation details. Furthermore, the effect of the delamination defect around the notch that was unavoidable during hole drilling process was also discussed. In the second part of this study, the experimental data was used to verify the capability of two modified stress criterions models for predicting tensile strength for both materials under consideration. It is shown that the modified models are able to predict tensile strengths of notched samples that display different stress gradients. Compared to experimental data, the accuracy of the predicted strength is within 17%. On the other hand, the numerical outputs from finite element analysis (FEA) compare favorably with experimental results, and give a good estimation for stress distribution compared to the approximate analytical results. This experimental work will be very useful for the validation of new analytical stress calculation models, damage initiation as well as failure propagation models." @default.
• W2769852969 created "2017-12-04" @default.
• W2769852969 creator A5016959807 @default.
• W2769852969 creator A5021287720 @default.
• W2769852969 creator A5033579810 @default.
• W2769852969 creator A5064887170 @default.
• W2769852969 creator A5089917771 @default.
• W2769852969 date "2018-02-01" @default.
• W2769852969 modified "2023-09-29" @default.
• W2769852969 title "Strength degradation and stress analysis of composite plates with circular, square and rectangular notches using digital image correlation" @default.
• W2769852969 cites W1965617853 @default.
• W2769852969 cites W1970919012 @default.
• W2769852969 cites W1971277951 @default.
• W2769852969 cites W1976676648 @default.
• W2769852969 cites W1976890616 @default.
• W2769852969 cites W1983672059 @default.
• W2769852969 cites W1988076554 @default.
• W2769852969 cites W1989214529 @default.
• W2769852969 cites W1998097867 @default.
• W2769852969 cites W2013601402 @default.
• W2769852969 cites W2031035811 @default.
• W2769852969 cites W2035122983 @default.
• W2769852969 cites W2035467413 @default.
• W2769852969 cites W2040753007 @default.
• W2769852969 cites W2044205144 @default.
• W2769852969 cites W2045391806 @default.
• W2769852969 cites W2046535836 @default.
• W2769852969 cites W2051609332 @default.
• W2769852969 cites W2064617956 @default.
• W2769852969 cites W2071051120 @default.
• W2769852969 cites W2072600668 @default.
• W2769852969 cites W2073269057 @default.
• W2769852969 cites W2084271034 @default.
• W2769852969 cites W2084403628 @default.
• W2769852969 cites W2088855973 @default.
• W2769852969 cites W2097819994 @default.
• W2769852969 cites W2106587825 @default.
• W2769852969 cites W2110898224 @default.
• W2769852969 cites W2112845397 @default.
• W2769852969 cites W2123248519 @default.
• W2769852969 cites W2127892844 @default.
• W2769852969 cites W2138735351 @default.
• W2769852969 cites W2142982556 @default.
• W2769852969 cites W2313969617 @default.
• W2769852969 cites W2328777447 @default.
• W2769852969 cites W2334496344 @default.
• W2769852969 cites W2914836403 @default.
• W2769852969 cites W4254621883 @default.
• W2769852969 doi "https://doi.org/10.1016/j.compstruct.2017.11.060" @default.
• W2769852969 hasPublicationYear "2018" @default.
• W2769852969 type Work @default.
• W2769852969 sameAs 2769852969 @default.
• W2769852969 citedByCount "69" @default.
• W2769852969 countsByYear W27698529692018 @default.
• W2769852969 countsByYear W27698529692019 @default.
• W2769852969 countsByYear W27698529692020 @default.
• W2769852969 countsByYear W27698529692021 @default.
• W2769852969 countsByYear W27698529692022 @default.
• W2769852969 countsByYear W27698529692023 @default.
• W2769852969 crossrefType "journal-article" @default.
• W2769852969 hasAuthorship W2769852969A5016959807 @default.
• W2769852969 hasAuthorship W2769852969A5021287720 @default.
• W2769852969 hasAuthorship W2769852969A5033579810 @default.
• W2769852969 hasAuthorship W2769852969A5064887170 @default.
• W2769852969 hasAuthorship W2769852969A5089917771 @default.
• W2769852969 hasConcept C104779481 @default.
• W2769852969 hasConcept C115635565 @default.
• W2769852969 hasConcept C127413603 @default.
• W2769852969 hasConcept C135692309 @default.
• W2769852969 hasConcept C138885662 @default.
• W2769852969 hasConcept C159985019 @default.
• W2769852969 hasConcept C192562407 @default.
• W2769852969 hasConcept C21036866 @default.
• W2769852969 hasConcept C2524010 @default.
• W2769852969 hasConcept C2779679103 @default.
• W2769852969 hasConcept C2909954168 @default.
• W2769852969 hasConcept C31972630 @default.
• W2769852969 hasConcept C33923547 @default.
• W2769852969 hasConcept C41008148 @default.
• W2769852969 hasConcept C41895202 @default.
• W2769852969 hasConcept C66938386 @default.
• W2769852969 hasConcept C76155785 @default.
• W2769852969 hasConceptScore W2769852969C104779481 @default.
• W2769852969 hasConceptScore W2769852969C115635565 @default.
• W2769852969 hasConceptScore W2769852969C127413603 @default.
• W2769852969 hasConceptScore W2769852969C135692309 @default.
• W2769852969 hasConceptScore W2769852969C138885662 @default.
• W2769852969 hasConceptScore W2769852969C159985019 @default.
• W2769852969 hasConceptScore W2769852969C192562407 @default.
• W2769852969 hasConceptScore W2769852969C21036866 @default.
• W2769852969 hasConceptScore W2769852969C2524010 @default.
• W2769852969 hasConceptScore W2769852969C2779679103 @default.
• W2769852969 hasConceptScore W2769852969C2909954168 @default.
• W2769852969 hasConceptScore W2769852969C31972630 @default.
• W2769852969 hasConceptScore W2769852969C33923547 @default.
• W2769852969 hasConceptScore W2769852969C41008148 @default.
• W2769852969 hasConceptScore W2769852969C41895202 @default.
• W2769852969 hasConceptScore W2769852969C66938386 @default.

• next