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Generalized fracture toughness for specimens with re-entrant corners: Experiments vs. theoretical predictions
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  • Generalized fracture toughness for specimens with re-entrant corners: Experiments vs. theoretical predictions
  • Generalized fracture toughness for specimens with re-entrant corners: Experiments vs. theoretical predictions
저자명
Carpinteri. Alberto,Cornetti. Pietro,Pugno. Nicola,Sapora. Alberto,Taylor. David
간행물명
Structural engineering and mechanics : An international journal
권/호정보
2009년|32권 5호|pp.609-620 (12 pages)
발행정보
테크노프레스
파일정보
정기간행물|ENG|
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이 논문은 한국과학기술정보연구원과 논문 연계를 통해 무료로 제공되는 원문입니다.
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기타언어초록

In this paper the results of a series of experimental tests upon three-point bending specimens made of polystyrene and containing re-entrant corners are firstly described. Tests involved different notch angles, different notch depths and finally different sizes of the samples. All the specimens broke at the defect, as expected because of the material brittleness and, hence, the generalized stress intensity factor was expected to be the governing failure parameter. Recorded failure loads are then compared with the predictions provided by a fracture criterion recently introduced in the framework of Finite Fracture Mechanics: fracture is assumed to propagate by finite steps, whose length is determined by the contemporaneous fulfilment of energy balance and stress requirements. This fracture criterion allows us to achieve the expression of the generalized fracture toughness as a function of the tensile strength, the fracture toughness and the notch opening angle. Comparison between theoretical predictions and experimental data turns out to be more than satisfactory.