• 제목/요약/키워드: shear cracks

검색결과 417건 처리시간 0.03초

750kW 로터 블레이드 인증시험 (Proof Test of a 750kW Wind Turbine Blade)

  • 김명진;성대영;박병준
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2008년도 추계학술대회 논문집
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    • pp.328-331
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    • 2008
  • For the purpose of verifying the calculation, the rotor blade shall be subjected to test for the natural frequencies and the static loading within the scope of the assessment. This paper presents a full scale static test procedure of the rotor blade for certification by GL. This blade model is manes as KM24 designed for IEC type IA. The test and calculation values are all most similar. Also there is not founded any marks of cracks or buckling at the shell, and bonding area is T/E, L/E and shear web. Therefore, the test is successful and the rotor blade is satisfied the safety requirement at the maximum design load.

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철근콘크리트깊은보의 탄소섬유압착공법에 대한 정적파괴실험 및 해석 (Structural Analysis and Static Load Test for The R/C Deep Beam with CFS Strengthening)

  • 조병완;김영진;김도
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1998년도 봄 학술발표회 논문집
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    • pp.117-124
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    • 1998
  • Static load tests were performed to propose the appropriate strengthening method of R/C deep beam using Carbon Fiber Sheets and compared to those of nonlinear structural analysis. Fiber direction and anchorage method on the deep beam specimen were chosen as experimental variables, which lead to the following conclusions that initial shear cracks are independent of strengthening method and fiber directions perpendicular to the expected fracture mode, which was given by the nonlinear structural analysis, show better performance compared to those of horizontal and vertical fiber directions.

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자동차용 도금강재의 저항 점용접부 특성 (Resistance Spot Weldability of Coated Steels for Automobile Applications)

  • 김기철;차준호;박화순
    • 한국재료학회지
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    • 제14권4호
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    • pp.239-245
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    • 2004
  • Resistance spot weldability of coated steels for automobile applications was investigated. Test samples were prepared from commercial products of 0.8 mm in thickness. Based on the tensile-shear test, surface quality examination and cracking behavior, it was clear that aluminized steels showed good weldability. Microstructural inspection revealed that the coated materials was piled up at the split zone in the welding of aluminized steels. It was also demonstrated that no weld crack was found in the aluminized steel weld metal even the welding was carried out with higher current. However, through thickness cracks were detected at the weld metal of zinc coated steel. Small particles were found on the crack surface of zinc coated steel weld metal. It was thought that zinc vapor played key role to form the weld crack.

질화규소의 기계적 성질 및 접촉 손상 : II. 미세구조의 영향 (Mechanical Properties and Contact Damage of Silicon Nitrides Nitrides : II. Effect of Microstructure)

  • 이승건
    • 한국분말재료학회지
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    • 제5권1호
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    • pp.22-27
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    • 1998
  • The effect of the $\alpha$/$\beta$ phase fraction on the mechanical properties in silicon nitrides was investigated in part 1. In part II, we describe the role of microstructure on the mechanical properties and contact damage of silicon nitrides with coarse/equiaxed and coarse/elongated microstructures. Grain sizes and shapes were controlled by starting powder. Hertzian indentation using spherical indenter was also used to investigate contact damage behavior. Cone cracks from the spherical indentation were suppressed when the silicon nitride contains coarse and elongated grains. Coarse and elongated grains played an important role of cone crack suppression. The size of quasi-plastic zone does not depend on grain size or shape but depends on the fraction of $\alpha$/$\beta$ phase. A quasi-plastic zone was consisting of microcracks by shear stress during indentation.

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천연섬유와 석회복합체의 모르터 강도 성상에 관한 연구 (Strength Characteristics of Mortar with Lime Composites and Natural Fiber)

  • 황혜주;김태훈;양준혁
    • KIEAE Journal
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    • 제10권6호
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    • pp.153-158
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    • 2010
  • The objective of this study was to investigate the strength characteristics of mortar with lime composites using natural fiber or superplasticizer. Lime composites consist of lime and pozzolan materials. Flow according to adding natural fiber decreased and mortar proportion added cellulose fiber showed a higher strength characterisitics than other natural fiber. but compressive and shear strength in use of superplasticizer is not effective largely. In addition, lime composites, as an environment-friendly material, may help reduse $CO_2$, and save the energy. also this materials can be recycled in environmental aspects. afterwards, further in-depth studies will be necessary for cracks and durability with respect to its wide different applications, in applying it as a construction material.

반복하중을 받는 철근콘크리트 판넬의 비선형 해석 (Nonlinear Analysis of RC Panels under Cyclic Loadings)

  • 곽효경;김도연
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2000년도 가을 학술발표회논문집
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    • pp.182-189
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    • 2000
  • This paper presents a simple and reliable constitutive model for predicting the nonlinear response of reinforced concrete subjected to general membrane loadings. Based on the concept of equivalent uniaxial strain, constitutive relations of concrete are presented in the axes of orthotropy. The behavior of cracked concrete is described by a system of orthogonal cracks, which follows the principal strain directions and rotates according to the loading history. Simple hysteretic rules defining the cyclic stress-strain curves of concrete and steel are used. In addition, the stiffness and strength degradation of cracked concrete is included in the formulation. Correlation studies between analytical results and experimental values from idealized shear panel tests are conducted with the objective to establish the validity of the proposed model.

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Investigation on the failure mechanism of steel-concrete steel composite beam

  • Zou, Guang P.;Xia, Pei X.;Shen, Xin H.;Wang, Peng
    • Steel and Composite Structures
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    • 제20권6호
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    • pp.1183-1191
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    • 2016
  • The internal crack propagation, the failure mode and ultimate load bearing capacity of the steel-concrete-steel composite beam under the four-point-bend loading is investigated by the numerical simulation. The results of load - displacement curve and failure mode are in good agreement with experiment. In order to study the failure mechanism, the composite beam has been modeled, which part interface interaction between steel and concrete is considered. The results indicate that there are two failure modes: (a) When the strength of the interface is lower than that of the concrete, failure happens at the interface of steel and concrete; (b) When the strength of the interface is higher than that of the concrete, the failure modes is cohesion failure, i.e., and concrete are stripped because of the shear cracks at concrete edge.

광탄성실험에 의한 함수구배 재료 균열 해석 (Analysis for Cracks of Functionally Gradient Materials by Photoelastic Experiment)

  • 이광호
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2004년도 춘계학술대회
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    • pp.48-53
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    • 2004
  • This paper suggested the method determing the stress intensity factor (SIF) for functionally gradient materials (FGMs) by photo elastic experimental method. The SIF for the center crack in a finite rectangulat plate with a linear variation of shear modulus with constant density and Poisson's ratio along the direction of the crack under mode I static loading is obtained. The exponential and linear variation of stress fields are used for obtaining the SIF. The greater crack length, the increaser the difference of the SIF between right and left side crack tip.

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Crack-bridging force transfer of composite strengthening: a dynamic point of view

  • Ovigne, P.A.;Massenzio, M.;Jacquelin, E.;Hamelin, P.
    • Steel and Composite Structures
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    • 제3권1호
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    • pp.33-46
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    • 2003
  • This study focuses on the influence of a composite external strengthening on the natural frequencies of a steel beam with open cracks. In a first step, the leading parameters associated with the effect of the composite strengthening are experimentally identified. An analytical model is developed in order to quantify the importance of the force transfer within the resin interface. In a second step, the analytical model of a cracked beam with composite external strengthening is compared to experiments.

Comparison of Electrodeposited Carbon Fibers Reinforce Epoxy Composites Using Monomeric and Polymeric Coupling Agents

  • Park, Joung-Man;Kim, Yeong-Min
    • Macromolecular Research
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    • 제8권4호
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    • pp.153-164
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    • 2000
  • By electrodeposition (ED) using a monomeric- and two polymeric coupling agents, the interfacial shear strength (IFSS) of carbon fiber/epoxy composites was investigated by fragmentation test. ED results were compared with the dipping and the untreated cases under dry and wet conditions. Multi-fiber composites (MFC) were used for the direct comparison for the untreated and the treated cases. Various treating conditions including time, concentration and temperature were evaluated, respectively. Under dry and wet conditions ED treatment exhibited much higher IFSS improvement compared to the dipping and the untreated cases. Monomeric- and polymeric coupling agents exhibited the comparative IFSS improvement. Adsorption mechanism between coupling agents and carbon fiber was analyzed in terms of the electrolyte molecular interactions during ED process based on to the chain mobility. The microfailure modes occurring from the fiber break, matrix and interlayer cracks were correlated to IFSS.

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