• 제목/요약/키워드: Lemaitre Damage Theory

검색결과 3건 처리시간 0.02초

무 펀치 피어싱 공정에서 직벽 구현을 위한 최적화 해석 (Optimization Analysis for Realization of Vertical Wall in the Punchless Piercing Process)

  • 이상욱;엄태준;주영철;김국원;권계시
    • 한국산학기술학회논문지
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    • 제11권1호
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    • pp.7-12
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    • 2010
  • 본 논문에서는 무 펀치 피어싱 공정 (기존 피어싱 공정에서 펀치 대신 유압을 사용)을 통해 형성된 구멍에서 내부에 수직 벽을 형성시키는 데 중요한 역할을 하는 공정 인자를 찾기 위한 최적화 해석을 수행하였다. 최적화 기법으로는 다꾸치법을 사용하였다. 또한 수직 벽 형성을 해석하는데 있어서는 연성파괴이론 중 하나인 Lemaitre 손상이론을 차용하였다. 최적화 해석 결과 수직벽 형성에 가장 큰 영향을 주는 인자로서 '다이의 모서리 반경'이 선정되었다.

마그네슘 판재의 고온 물성치 실험 (Experiments for Material Properties of Magnesium Metal Sheet at Elevated Temperatures)

  • 최의근;이상욱
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2009년도 춘계학술대회 논문집
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    • pp.378-381
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    • 2009
  • In this study, the repetitive loading-unloading tensile tests with AZ31B magnesium sheet metal have been conducted under various elevated temperatures to check out how the Young's moduli of the sheets evolve during the plastic deformation. The loading-unloading tests have been carried out at every 1% of strain increment. With the tested results, some damage parameters of magnesium sheets based on the Lemaitre's continuum damage theory could be calculated at room temperature, $100^{\circ}C$, $150^{\circ}C$, $200^{\circ}C$ and $250^{\circ}C$. It has been shown that the critical damage parameters obtained in all temperature conditions are within the range of 0.12 to 0.18.

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Mechanical properties and damage constitutive model of self-compacting rubberized concrete

  • Ke, Xiaojun;Xiang, Wannian;Ye, Chunying
    • Computers and Concrete
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    • 제30권4호
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    • pp.257-267
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    • 2022
  • Two different types of rubber aggregates (40 mesh rubber powder and 1-4 mm rubber particles respectively) were devised to substitute fine aggregates at 10%, 15%, 20% and 30% by volume in self-compacting concrete to investigate their basic mechanical properties. The results show that with the increase of rubber content, the reduction of compressive strength, splitting tensile strength and static modulus of elasticity gradually increase, and energy dissipation performance gradually increase. The rubber addition significantly reduces brittleness and decelerates damaged process. Whilst, the effect of rubber particles is greater when they are finer. Considering the mechanical properties, the optimal rubber content is 10%. It is recommended that the rubber volume content in rubberized concrete (RC) should not be higher than 20%. In addition, a constitutive model under uniaxial compression was proposed basing on the strain equivalent principle of Lemaitre and the damage theory, which was in good agreement with the test curves.