• 제목/요약/키워드: Ductile behavior

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초고성능 콘크리트와 고연성 무시멘트 복합재료의 압축 및 인장성능 (Compressive Strength and Tensile Behavior of Ultra-High Performance Concrete and High-Ductile Cementless Composite)

  • 최정일;박세언;이방연
    • 한국구조물진단유지관리공학회 논문집
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    • 제21권3호
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    • pp.69-75
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    • 2017
  • 초고성능 콘크리트와 고연성 무시멘트 복합재료는 높은 압축강도 및 높은 연성 등 재료의 우수한 성능으로 인하여 유망한 건설재료로 분류되고 있다. 이 연구의 목적은 초고성능 콘크리트와 고연성 무시멘트 복합재료의 압축강도와 인장거동에 대하여 실험적으로 조사하여 성능을 비교하는 것이다. 이를 위하여 밀도, 압축강도, 일축인장실험 등 일련의 실험을 수행하였다. 실험결과 알칼리 활성 슬래그 기반 고연성 무시멘트 복합재료의 압축강도와 인장강도는 초고성능 콘크리트의 압축강도와 인장강도에 비하여 낮게 나타났지만, 인장하중 하에서 알칼리 활성 슬래그 기반 고연성 무시멘트 복합재료의 인장변형성능 및 인성은 초고성능 콘크리트의 인장변형성능 및 인성에 비하여 높은 것으로 나타났다. 또한 알칼리 활성 슬래그 기반 무시멘트 페이스트에 폴리에틸렌섬유를 보강하여 7.89 %에 달하는 높은 인장변형성능을 확보할 수 있는 것으로 나타났다.

재료의 구성모델에 따른 철근콘크리트 골조의 비선형 동적거동 특성 차이에 관한 연구 (Nonlinear Dynamic Analysis of RC Frames Based on Constitutive Models of Constituent Materials)

  • 허영애;강현구
    • 한국구조물진단유지관리공학회 논문집
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    • 제17권4호
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    • pp.1-8
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    • 2013
  • 철근콘크리트 구성요소에 대한 비탄성 거동 모델 개발은 철근콘크리트 구조물에 대한 성능기반 내진평가의 정밀도 향상에 있어 매우 중요한 요소로 본 연구에서는 지진과 같은 불규칙 반복 하중에 대한 철근콘크리트 구조물의 비선형 동적응답을 예측함에 있어 콘크리트 구성모델의 특성에 따른 민감도를 고찰하고자 하였다. 해석결과에 따르면 구속된 코어 콘크리트 모델과 일반 콘크리트의 구성모델은 동적응답에 큰 영향을 끼치지 않았으나 철근의 경우에 층간변위와 관련하여 구성모델에 따른 동적거동은 매우 민감하게 응답하는 것으로 나타났으며, 몇 개 층에서의 층간변위는 그 차이가 철근 구성모델 선택에 따라 2배 이상 차이 나는 것으로 나타났다. 따라서 Non-ductile과 Ductile 골조 공히 비선형 동적해석을 수행하는데 있어 정밀한 철근 구성모델의 선택은 매우 중요한 것으로 사료된다.

Bree's interaction diagram of beams with considering creep and ductile damage

  • Nayebi, A.
    • Structural Engineering and Mechanics
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    • 제30권6호
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    • pp.665-678
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    • 2008
  • The beams components subjected to the loading such as axial, bending and cyclic thermal loads were studied in this research. The used constitutive equations are those of elasto-plasticity coupled to ductile and/or creep damage. The nonlinear kinematic hardening behavior was considered in elastoplasticity modeling. The unified damage law proposed for ductile failure and fatigue by the author of Sermage et al. (2000) and Kachanov's creep damage model applied to cyclic creep and low cycle fatigue of beams. Based on the results of the analysis, the shakedown limit loads were determined through the calculation of the residual strains developed in the beam analysis. The iterative technique determines the shakedown limit load in an iterative manner by performing a series of full coupled elastic-plastic and continuum damage cyclic loading modeling. The maximum load carrying capacity of the beam can withstand, were determined and imposed on the Bree's interaction diagram. Comparison between the shakedown diagrams generated by or without creep and/or ductile damage for the loading patterns was presented.

Effect of Geometrical Discontinuity on Ductile Fracture Initiation Behavior under Static Leading

  • An, G.B.;Ohata, M.;Toyoda, M.
    • International Journal of Korean Welding Society
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    • 제3권1호
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    • pp.51-56
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    • 2003
  • It is important to evaluate the fracture initiation behaviors of steel structure. It has been well known that the ductile cracking of steel would be accelerated by triaxial stress state. Recently, the characteristics of critical crack initiation of steels are quantitatively estimated using the two-parameters, that is, equivalent plastic strain and stress triaxiality, criterion. This study is paid to the fundamental clarification of the effect of notch radius, which can elevate plastic constraint due to heterogeneous plastic straining on critical condition to initiate ductile crack using two-parameters. Hense, the crack initiation testing were conducted under static loading using round bar specimens with circumferential notch. To evaluate the stress/strain state in the specimens was used thermal elastic-plastic FE-analysis. The result showed that equivalent plastic strain to initiate ductile crack expressed as a function of stress triaxiality obtained from the homogeneous specimens with circumferential notched under static loading. And it was evaluated that by using this two-parameters criterion, the critical crack initiation of homogeneous specimens under static loading.

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열화에 따른 파괴인성치의 연성-취성 천이거동 평가 (Evaluation of the Ductile-Brittle Transition Behavior of fracture Toughness by Material Degradation)

  • 석창성;김형익;김상필
    • 한국정밀공학회지
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    • 제20권5호
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    • pp.140-147
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    • 2003
  • As the huge energy transfer systems like as nuclear power plant and steam power plant are operated for a long time at a high temperature, mechanical properties are changed and ductile-brittle transition temperature is raised by degradation. So it is required to estimate degradation in order to assess the safety, remaining life and further operation parameters. The sub-sized specimen test method using surveillance specimen was developed for evaluating the integrity of metallic components. In this study, we would like to present the evaluation technique of the ductile-brittle transition temperature by the sub-sized specimen test. The four classes of the thermally aged 1Cr-1Mo-0.25V specimens were prepared using an artificially accelerated aging method. The tensile test and fracture toughness test were performed. The results of the fracture toughness tests using the sub-sized specimens were compared with the evaluation technique of the ductile-brittle transition temperature.

강도적 불균질재의 노치 표면에서의 연성크랙 발생 거동 (Behavior of ductile crack initiation with strength mismatch from notch root)

  • 안규백;대연윤;방한서;풍전정남
    • 대한용접접합학회:학술대회논문집
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    • 대한용접접합학회 2004년도 춘계 학술발표대회 개요집
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    • pp.246-248
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    • 2004
  • It has been well known that ductile fracture of steels is accelerated by triaxial stresses. The characteristics of ductile crack initiation in steels are evaluated quantitatively using two-parameters criterion based on equivalent plastic strain and stress triaxiality. This study provides the fundamental clarification of the effect of strength mismatching, which can elevate plastic constraint due to heterogeneous plastic straining, loading mode and loading rate on critical condition to initiate ductile crack from notch root using equivalent plastic strain and stress triaxiality based on the two-parameter criterion obtained on homogeneous specimens under static tension. The critical condition to initiate ductile crack from notch root for strength mismatched bend specimens under both static and dynamic loading would be almost the same as that for homogeneous tensile specimens with circumferential sharp notch under static loading.

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노치위치의 변화에 따른 강도적 불균질재의 연성크랙 발생 거동 (The ductile crack initiation behavior of strength mismatch by a location of notch root)

  • 안규백;대전충;방한서;풍전 정남
    • 대한용접접합학회:학술대회논문집
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    • 대한용접접합학회 2005년도 춘계학술발표대회 개요집
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    • pp.253-255
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    • 2005
  • It has been well known that ductile fracture of steels are accelerated by triaxial stresses. The characteristics of ductile crack initiation in steels are evaluated quantitatively using two-parameters criterion based on equivalent plastic strain and stress triaxiality. The present study focuses on the effects of strength mismatching, which can elevate plastic constraint due to heterogeneous plastic straining, on critical condition to initiate ductile crack from notch root using equivalent plastic strain and stress triaxiality. In this study evaluate the criterion for ductile crack initiation in strength mismatch specimen effect of location of notch root.

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골재종류에 따른 고인성 콘크리트의 역학적 특성에 관한 실험적 연구 (An Experimental Study on Mechanical Properties of Ductile Concrete with the Kinds of Aggregate)

  • 한병찬;양일승;박완신;임승찬;삼정직치;윤현도
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2005년도 봄학술 발표회 논문집(II)
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    • pp.61-64
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    • 2005
  • Concrete is one of the principal materials for the structure and it is widely used all over the world, but it shows extremely brittle failure under bending and tensile load. Recently to improve such a poor property, Ductile Fiber Reinforced Cementitious Composites (DFRCC) have been developed, and it are defined by an ultimate strength higher than their first cracking strength and the formation of multiple cracking during the inelastic deformation process. This paper is to estimate experimentally the mechanical properties of ductile concrete with the kinds of used fine and coarse aggregate for purpose of development of high ductile concrete mixing coarse aggregate. As the results, ductile concrete mixed coarse aggregate showed the displacement-hardening behavior under bending load similar to DFRCC, and its compressive and bending performance varied according to the kinds of used coarse aggregate.

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Wet-mix Shotcreting Application of High Ductile Fiber Reinforced Mortar Designed by Optimizing Mix Proportion

  • 김윤용;김정수;김진근;하기주
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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    • pp.581-584
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    • 2004
  • High ductile fiber reinforced mortar suitable for wet-mix shotcreting (sprayable ductile mortar) 10 the fresh state, while maintaining tensile strain-hardening behavior in the hardened state, has been developed based on micromechanics and workability control. In the development concept of sprayable ductile mortar, micromechanics is adopted to properly select the matrix, fiber, and interface properties to exhibit strain hardening and multiple cracking behaviors in the composites. Within the pre-determined micromechanical constraints, the workability is controlled by optimizing mix proportions. A series of spray tests show the excellent pumpability and sprayability of the sprayable ductile mortar. Subsequent direct tensile tests demonstrate that the tensile performance of sprayed mortar is comparable to that of cast mortar, for the same mix design.

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산성환경 중에서 구상흑연주철재의 마멸-부식거동에 관한 연구 (The Study on the Wear-Corrosion Behavior of Ductile Cast Iron in the Acidic Environment)

  • 임우조;박동기
    • Tribology and Lubricants
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    • 제18권4호
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    • pp.299-304
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    • 2002
  • This paper reports the studies on the wear-corrosion behavior of ductile cast iron in the acidic environment. In atmosphere and variety of pH solution, specific wear rate and wear-corrosion characteristics of GCD 60 with various sliding speed and distance were investigated. And electrochemical polarization test of GCD 60 was examined in the environment of various pH values. The main results are as following : As the contact pressure increases, the critical velocity of specific wear rate becomes transient at low sliding speed. As pH value becomes low, wear-corrosion loss increases in the aqueous solution. As the corrosion environment is acidified, corrosion potential of GCD 60 becomes noble and corrosion current density increases.