• 제목/요약/키워드: Fracture behaviors

검색결과 409건 처리시간 0.027초

Studies on Cure Behaviors, Dielectric Characteristics and Mechanical Properties of DGEBA/Poly(ethylene terephthalate) Blends

  • Park, Soo-Jin
    • Macromolecular Research
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    • 제17권8호
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    • pp.585-590
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    • 2009
  • The cure behaviors, dielectric characteristics and fracture toughness of diglycidylether of bisphenol-A (DGEBA)/poly(ethylene terephthalate) (PET) blend system were investigated. The degree of conversion for the DGEBA/PET blend system was measured using Fourier transform infrared (FTIR) spectroscopy. The cure kinetics were investigated by measuring the cure activation energies ($E_a$) with dynamic differential scanning calorimetry (DSC). The dielectric characteristic was examined by dielectric analysis (DEA). The mechanical properties were investigated by measuring the critical stress intensity factor ($K_{IC}$), critical strain energy release rate ($G_{IC}$), and impact strength test. As a result, DGEBAIPET was successfully blended. The Ea of the blend system was increased with increasing PET content to a maximum at 10 phr PET. The dielectric constant was decreased with increasing PET content. The mechanical properties of the blend system were also superior to those of the neat DGEBA. These results were attributed to the increased cross-linking density of the blend system, resulting from the interaction between the epoxy group of DGEBA and the carboxyl group of PET.

Effect of post weld treatment on cracking behaviors of beam-column connections in steel bridge piers

  • Jia, Liang-Jiu;Ge, Hanbin;Suzuki, Toshimitsu
    • Steel and Composite Structures
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    • 제17권5호
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    • pp.687-704
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    • 2014
  • A great number of moment-resisting steel structures collapsed due to ductile crack initiation at welded beam-column connections, followed by explosive brittle fracture in the Kobe (Hyogoken-Nanbu) earthquake in 1995. A series of experimental and numerical studies on cracking behaviors of beam-column connections in steel bridge piers were carried out by the authors' team. This paper aims to study the effect of post weld treatment on cracking behaviors of the connections during a strong earthquake event. Experiments of three specimens with different weld finishes, i.e., as-welded, R-finish, and burr grinding, were conducted. The experimental results indicate that the instants of ductile crack initiation are greatly delayed for the specimens with R-finish and burr grinding finishes compared with the as-welded one. The strain concentration effect in the connection is also greatly reduced in the specimens with post weld treatment compared with the as-welded one, which was also verified in the tests.

일반구조용강 열간압연 박판의 K와 J 파라미터에 대한 R곡선 거동의 비교 (Comparison with R Curve Behavior fer the K and J Parameter of structural Steel Hot-Rolled Thin Plates)

  • 이계승;이억섭
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2002년도 추계학술대회 논문집
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    • pp.812-815
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    • 2002
  • The shape of K-R curve for an ideally brittle material is flat because the surface energy is an unvaried material property. However, the K-R curve can take on a variety of shapes when nonlinear material behavior accompanies fracture. By the way, a general metallic material is nonlinear, structural steel is such. Therefore, the J-R curve form J-integral value instead of K parameters can be used to evaluate elastic-plastic materials with flaws in terms of ductile fracture that can be significant to design. In this paper, R-curve behaviors form K and J parameter is considered for the precise assessment of fracture analysis, in case of JS-SS400 steels.

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전자석 시스템의 절연 구조물용 유리섬유강화 복합재료의 층간 파괴인성 (Interlaminar Fracture Toughness of GFRP Composites for Insulating Structure of Magnet System)

  • 송준희;김학근;김연직
    • 대한금속재료학회지
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    • 제49권10호
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    • pp.754-759
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    • 2011
  • In this study, the interlaminar fracture behaviors of laminated GFRP composites were investigated, and the results could be used for damage tolerance design based on fracture mechanics. Three types of laminated GFRP composites that can be used as high voltage insulating materials in magnet systems were fabricated in order to study the interlaminar fracture behavior according to the molding process. The values of interlaminar fracture toughness for the VPI, prepreg, and HPL laminate were $1.9MPa{\cdot}^{1/2}$, $1.7MPa{\cdot}^{1/2}$, and $2.2MPa{\cdot}^{1/2}$, respectively. HPL laminate showed the best fracture resistance. The failure modes of HPL and VPI were similar to that of an adhesive joint, and prepreg laminates showed partial cohesive failure mode due to internal voids.

Nanomechanical behaviors and properties of amyloid fibrils

  • Choi, Bumjoon;Lee, Sang Woo;Eom, Kilho
    • Multiscale and Multiphysics Mechanics
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    • 제1권1호
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    • pp.53-64
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    • 2016
  • Amyloid fibrils have recently been considered as an interesting material, since they exhibit the excellent mechanical properties such as elastic modulus in the order of 10 GPa, which is larger than that of other protein materials. Despite recent findings of these excellent mechanical properties for amyloid fibrils, it has not been fully understood how these excellent mechanical properties are achieved. In this work, we have studied the nanomechanical deformation behaviors and properties of amyloid fibrils such as their elastic modulus as well as fracture strength, by using atomistic simulations, particularly steered molecular dynamics simulations. Our simulation results suggest the important role of the length of amyloid fibrils in their mechanical properties such that the fracture force of amyloid fibril is increased when the fibril length decreases. This length scale effect is attributed to the rupture mechanisms of hydrogen bonds that sustain the fibril structure. Moreover, we have investigated the effect of boundary condition on the nanomechanical deformation mechanisms of amyloid fibrils. It is found that the fracture force is critically affected by boundary condition. Our study highlights the crucial role of both fibril length and boundary condition in the nanomechanical properties of amyloid fibrils.

가스배관의 재질등급 및 충격에너지에 따른 연속연성파괴 거동분석 (Dynamic Ductile Fracture Analysis of Natural Gas Pipelines on the Basis of Material Grade and Charpy V-Notch Impact Energy)

  • 정효태;최병학;이영진;이정화;홍기용;백종현;김우식
    • 한국가스학회지
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    • 제16권5호
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    • pp.35-40
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    • 2012
  • 가스배관 종류 및 사용 환경에 따른 거시적 파괴거동 평가해석을 위하여 1) 가스배관의 특성 및 환경에 따른 파괴거동 변화의 컴퓨터해석과 2) Battelle Two-Curve Method를 이용한 연속연성파괴거동 평가해석을 수행하였다. 새로운 사용환경의 가스와 오일의 배관계획이 진행되면서, 개선된 성능, 신뢰성, 그리고 경제성을 위한 재료가 요구되고 있다. 여기서 제시되는 연속연성파괴 해석은 높은 배관압력, 큰 배관직경과 같은 배관 특성의 변화와 천연가스와 같이 다양한 성분을 함유하는 가스, 수소가스, 액화 이산화탄소 등과 같이 다양한 수송매체의 변화를 수용하기 위한 배관시스템에서 고려하여야 할 중요한 기술요소이다.

베이나이트 - 마르텐사이트 복합조직강에서 미세조직이 벽개파괴강도에 미치는 영향 (Effect of Microstructures on Cleavage Fracture Strength in Bainitic and Martensitic Steels)

  • 이창훈
    • 열처리공학회지
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    • 제27권3호
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    • pp.133-140
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    • 2014
  • Cleavage fracture behaviors were investigated in Ni-Mo-Cr steels with mixed microstructure of lower bainite and martensite. As the size of carbide decreased, the cleavage fracture strength increased, which was independent of the sizes of grain and packet. The measured cleavage fracture strengths were in good agreement with cleavage fracture strengths calculated by Petch model rather than by modified Griffith model in micro-structures with fine carbides, the size of which were small below a few hundred nanometer.

Numerical approach to fracture behavior of CFRP/concrete bonded interfaces

  • Lin, Hai X.;Lu, Jian Y.;Xu, Bing
    • Computers and Concrete
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    • 제20권3호
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    • pp.291-295
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    • 2017
  • Tests on the fracture behavior of CFRP-concrete composite bonded interfaces have been extensively carried out. In this study, a progressive damage model is employed to simulate the fracture behaviors. The crack nucleation, propagation and more other details can be captured by these models. The numerical results indicate the fracture patterns seem to depend on the relative magnitudes of the interface cohesive strength and concrete tensile strength. The fracture pattern transits from the predominated adhesive-concrete interface debonding to the dominated concrete cohesive cracking as the interface cohesive strength changes from lower than concrete tensile strength to higher than that. The numerical results have an agreement with the experimental results.

고강도 열연판재의 홀 플랜정시 파단특성연구 (Fracture Analysis of Hole Flanging Process for High Strength Steel Sheets)

  • 김정운;김봉준;문영훈
    • 소성∙가공
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    • 제10권6호
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    • pp.465-470
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    • 2001
  • Hole flanging experiments are performed on flat circular plates with a hole in the center and the flangeability and fracture behaviors of TRIP steels and ferrite-Bainite duplex steels were examined. In the hole flanging, deformation by lip and petalling occurs when plates are struck by punches of various shapes and high circumferential strains induced in the target material cause radial cracking and the subsequent rotation of the affected plate material in a number of symmetric petals. In all cases, failure of the plate was due to lip fracture that results from multiple localized neckings that take place around the hole periphery where straining is most severe and a somewhat regular pattern was observed in a fracture shape. The neck characteristics in flange formation and the transition from the lip to petal mode at which fracture occurs were compared with two materials.

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강성모재에 끼워진 얇은 연성층의 파괴거동;유한요소해석 (Fracture Behavior of a Ductile Layer Sandwiched by Stiff Substrates;Finite Element Analysis)

  • 김동학;강기주
    • 대한기계학회논문집A
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    • 제23권11호
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    • pp.2078-2086
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    • 1999
  • Fracture behaviors of an interface crack in a ductile layer sandwiched by rigid substrates are analyzed by finite element method. Several fracture mechanisms and the corresponding criteria are examined. And the crack growth behavior and fracture toughness are predicted. As the results, various crack growth procedures such as the crack jump to the other interface on the opposite side, the creation of a new crack far from the initial crack front, and the asymmetric relation of fracture toughness vs. mode mixity ($J_c$-$\Phi$) can be successfully explained.