TY - GEN
T1 - Evaluation of precracking methods for the end-notched flexure test
AU - Perez, Carlos L.
AU - Davidson, Barry D.
PY - 2006
Y1 - 2006
N2 - Results are presented from a study to evaluate and develop static mode II precracking methods for use with the end-notched flexure test. Precracking followed by fracture toughness testing was performed on specimens from two different materials. Precracking was performed using both the four-point bend and conventional three-point bend end-notched flexure geometries. All testing was performed in the latter geometry. There was no difference in the precracks created by the two geometries. However, delamination toughness was observed to strongly depend on the amount of dynamic crack advance that occurs during the precracking process. This was hypothesized to be due to the faster crack speeds that are associated with larger amounts of advance. To address this, various precracking geometries were evaluated in order to determine those that would produce precracks that were essentially straight, perpendicular to the direction of crack advance, and of sufficient length to produce a precracked toughness at or near the minimum value that occurs with increasing precrack length. This results in a recommended geometry for use with the end-notched flexure test that is appropriate for both precracking and testing, and which therefore allows for non-precracked and precracked toughnesses to be obtained from the same test specimen.
AB - Results are presented from a study to evaluate and develop static mode II precracking methods for use with the end-notched flexure test. Precracking followed by fracture toughness testing was performed on specimens from two different materials. Precracking was performed using both the four-point bend and conventional three-point bend end-notched flexure geometries. All testing was performed in the latter geometry. There was no difference in the precracks created by the two geometries. However, delamination toughness was observed to strongly depend on the amount of dynamic crack advance that occurs during the precracking process. This was hypothesized to be due to the faster crack speeds that are associated with larger amounts of advance. To address this, various precracking geometries were evaluated in order to determine those that would produce precracks that were essentially straight, perpendicular to the direction of crack advance, and of sufficient length to produce a precracked toughness at or near the minimum value that occurs with increasing precrack length. This results in a recommended geometry for use with the end-notched flexure test that is appropriate for both precracking and testing, and which therefore allows for non-precracked and precracked toughnesses to be obtained from the same test specimen.
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M3 - Conference contribution
AN - SCOPUS:34247122355
SN - 1563478080
SN - 9781563478086
T3 - Collection of Technical Papers - AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference
SP - 883
EP - 897
BT - Collection of Technical Papers - 47th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference
T2 - 47th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference
Y2 - 1 May 2006 through 4 May 2006
ER -