Change search
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf
Sensitivity to specimen imperfections of Ioisipescu shear for composite laminates
KTH, School of Engineering Sciences (SCI), Solid Mechanics (Dept.), Solid Mechanics (Div.).
KTH, School of Engineering Sciences (SCI), Solid Mechanics (Dept.), Solid Mechanics (Div.).
2007 (English)In: 16th International Conference on Composite Materials, ICCM-16: A Giant Step Towards Environmental Awareness: From Green Composites to Aerospace, 2007Conference paper, Published paper (Other academic)
Abstract [en]

The influence of imperfections in specimen geometry is studied for the Ioispescu test. With FE-analyses and experimental verifications, it is found that slight deviations from nominal geometry in the specimen gripping section may cause errors in measured/calculated strain levels by up to 100%, or even more. Unacceptably large errors may occur already for imperfections in the order of 0.01 mm. Most critical is the case when gripping surfaces are tilted towards each other, giving a stubbed conical shape of the cross section. A rhomboidal cross section does not cause as large front-to-back differences but produces uneven, skewed strain profiles. Numerical calculations show the severity of, and sensitivity to, such imperfections for both isotropic materials and orthotropic composites. And experiments with aluminum- and uniaxial carbon fiber composite specimens with controlled geometrical deviations verify, using in-situ strain field monitoring, that the same phenomena occur also in real experiments, and at comparable magnitudes.

Place, publisher, year, edition, pages
2007.
Keyword [en]
shear test, modified Iosipescu, composite, imperfection sensitivity, clamping
National Category
Engineering and Technology
Identifiers
URN: urn:nbn:se:kth:diva-9226Scopus ID: 2-s2.0-79960065997ISBN: 978-493113605-2 (print)OAI: oai:DiVA.org:kth-9226DiVA: diva2:37661
Conference
16th International Conference on Composite Materials, ICCM-16. Kyoto. 8 July 2007 - 13 July 2007
Note
QC 20100827. Updated from submitted to published, 20120315. Previous title: Sensitivity to Specimen Imperfections of the Iosipescu Shear Test for Composite LaminatesAvailable from: 2008-10-10 Created: 2008-10-10 Last updated: 2012-03-15Bibliographically approved
In thesis
1. The modified Iosipescu shear test for orthotropic materials
Open this publication in new window or tab >>The modified Iosipescu shear test for orthotropic materials
2008 (English)Doctoral thesis, comprehensive summary (Other scientific)
Abstract [en]

AbstractThe Iosipescu shear test, also known as asymmetric four point bending of a V-notched beam,is frequently used for measuring in-plane shear properties of composites. The ASTM standard(ASTM D-5379-05) regulates how the test is to be performed. It prescribes a notch openingangle of 90° independently of the material tested, although this has proven to produceinhomogenous strain distributions in the test region (between the notches) for orthotropicmaterials. Commonly, strain gauges are attached in the center of the test region where thedeviation from average strain is high. Thus, systematic errors in the measurement in the rangeof 10% or more may be introduced.

The modified Iosipescu shear test, presented in this thesis, uses a variable notch opening angledepending on the material orthotropy and orientation to accomplish even stress- and strainfields in the test region. The variable notch opening angle accommodates both anisotropicmaterials and their orientation. Based on an elastic rescaling theory for orthotropic materials,the geometry was rescaled to recreate the same stress distribution in the test region as forisotropic materials. Specifically the notch opening angle was rescaled depending on theorthotropic ratio, the ratio of the two in-plane principal stiffnesses (Ex/Ey), to obtain theoptimal notch geometry. The rescaling procedure has been verified numerically with FEsimulationsand experimentally for several materials of different orthotropic ratio showingthat this was a very feasible method. Using a whole field optical measurement system duringtesting, significantly more homogenous strain fields were observed than for the standardspecimen geometry. Thus, there is no longer any need for correction factors, relying on FEsimulation,to obtain correct shear moduli. Constitutive shear properties and strength can thusbe more accurately measured, more completely and with fewer sources of error. Notablyhigher shear strengths at larger strains were also recorded compared to standard testing.The function of the new fixture was evaluated and compared with the standard Wyomingfixture. Combined in-situ 3D deformation measurements of both the new fixture and thespecimen showed that out of plane specimen deformation was very low and substantiallylower than the Wyoming fixture. Thus considerably lower parasitic stresses are introducedwith the new fixture.

Recommendations regarding fastening of the specimen were determined based on simpleanalysis combined with FE-calculations and experiments. For both isotropic and orthotropic itwas found favorable if the clamp load used to hold the specimen and the expected net peakload and were set about equal. This reduces the risk of failure outside the test region bycrushing, brushing, splitting and etc. The same effects as shown in the FE-simulations werealso observed experimentally and of similar relative magnitude.Problems with differences in strains arising on the front and back face of the specimen duringtesting have been frequently reported in the literature. This is believed to stem from deviationsfrom nominal specimen geometry such as non-parallel and/or non-perpendicular boundingsurfaces. Three types of these combinations were evaluated numerically and the two mostsignificant were confirmed experimentally. The most critical geometrical deviation assessedwas a specimen with slightly conical cross section in the gripping region. For both isotropicand orthotropic materials, very small deviations from nominal geometry, caused unacceptablylarge errors in measurements of constitutive behavior

Place, publisher, year, edition, pages
Stockholm: KTH, 2008. x, 25 p.
Series
Trita-HFL. Report / Royal Institute of Technology, Solid mechanics, ISSN 1654-1472 ; 0459
Keyword
composite, modified Iosipescu tet, shear test, strain field uniformity
National Category
Engineering and Technology
Identifiers
urn:nbn:se:kth:diva-9234 (URN)
Public defence
2008-10-17, Sal Q1, KTH, Osquldas väg 4, Stockholm, 09:15 (Swedish)
Opponent
Supervisors
Note

QC 20100827

Available from: 2008-10-10 Created: 2008-10-10 Last updated: 2013-01-14Bibliographically approved

Open Access in DiVA

No full text

Scopus

Search in DiVA

By author/editor
Melin, NiklasNeumeister, Jonas
By organisation
Solid Mechanics (Div.)
Engineering and Technology

Search outside of DiVA

GoogleGoogle Scholar

isbn
urn-nbn

Altmetric score

isbn
urn-nbn
Total: 42 hits
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf