• 제목/요약/키워드: Hardening characteristic

검색결과 103건 처리시간 0.025초

마하피닝 처리에 의한 기계구조용 합금강의 피로균열전파 지연효과 (Effect of mach peening treatment on fatigue crack growth retardation in structural steel alloy)

  • 김민건;임복규;박홍기;황중각
    • 산업기술연구
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    • 제26권A호
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    • pp.69-73
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    • 2006
  • Mach peening treatment is one of the various kinds of techniques to improve the fatigue properties. The mach peening process gives high-level work hardening and compressive residual stress near the surface layer, improving the fatigue strength. In addition, this treatment reduces slip bands that initiate the fatigue cracks near the surface. During impingement, a plastic indentation surrounded by a plastic zone is formed. Mach peening treatment characteristic is less energy consumption and is an environmental friendly processing methods that is not accompanied by pollution. It is machining process that can prevent fatigue fracture beforehand in structure using already as well as process of production. The test results showed that fatigue crack propagation delay appeared by drilling type 43%, mach peening type 110%.

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SHPB를 이용한 구조용 AL합금재의 동적거동 특성 시험에 관한 연구 (Dynamic Behavior Characteristic Test of Structural Aluminium Alloy Materials using SHPB)

  • 허신;김동성;구정서;강흥식;홍성인;정동택
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2001년도 춘계학술대회논문집A
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    • pp.419-423
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    • 2001
  • It is important to know the mechanical properties of the materials under dynamic load. The mechanical properties of most materials are influenced to some extent by strain rate. One of the reliable test device for determining the mechanical properties of materials at high strain rate is Split Hopkinson Pressure bar. In this paper, we conducted the mechanical properties test for the aluminium alloy 6063 and 6061 using the SHPB device.

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친환경 SCW공법용 지반고화재 경화체의 내구특성 (Durable Characteristic of Ground Solidification Material's Body of Hardening used Eco-friendly SCW Method)

  • 조정규;형원길
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2017년도 춘계 학술논문 발표대회
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    • pp.118-119
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    • 2017
  • In the S.C.W (soil cement wall) grouting solution, Cement grout ratio of 1 part Portland cement and 1part water is being used. However, Co2 and harmful heavy metals such as cr6+ are discharged in the process, causing a serious environmental issue. The purpose of the present study is therefore to substitute cement grout to inorganic binder and identify durability properties of ground solidification materials.

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AA3004에서 전단변형 미세조직 및 집합조직의 형성 (Formation of Shear Texture and Microstructure in AA3004 Sheet)

  • 이강노;김종국;김훈동;황병복;허무영
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2002년도 춘계학술대회 논문집
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    • pp.184-186
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    • 2002
  • The evolution of texture and microstructure during warm rolling and subsequent annealing in aluminium 3004 alloy sheet was investigated by X-ray texture measurements and microstructure observations. Warm rolling at 250$^{\circ}C$ led to the development of strong through thickness texture gradients with shear textures at the surface layer and a regular rolling texture in the center of the sheets. FEM simulations indicated that these texture gradients are caused by pronounced strain gradients throughout the sheet thickness. Upon recrystallization annealing, in the sheet center the characteristic cube-recrystallization texture developed, while in the surface layers with a pronounced shear texture continuous recrystallization took place which led to the formation of a very fine grained microstructure. It is concluded that the very complex strain history in the near-surface layers together with the resulting high work-hardening rate gave rise to the formation of the ultra-fine grains with an average size smaller than 2$\mu\textrm{m}$.

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철도 강화노반재료의 정ㆍ동적 특성 분석 (Analysis of Static and Dynamic Characteristics of Reinforced Roadbed Materials)

  • 황선근;신민호;이성혁;이시한;최찬용
    • 한국철도학회논문집
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    • 제3권1호
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    • pp.34-41
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    • 2000
  • The analysis of static and dynamic characteristics of reinforced roadbed materials was performed through model and laboratory tests. The strength characteristic of reinforced roadbed materials such as HMS-25 and soil were investigated through the unconfined axial compression test, the model soil box test and the combined resonant column and torsional shear test. The unconfined axial compression strength of HMS-25 shows a steady increasement in strength due to the chemical hardening reaction between HMS-25 and water. The result of model soil box test reveals that railroad roadbed of HMS-25 is better than that of soil in several aspects, such as, bearing capacity and settlement. The combined resonant column and torsional shear test result indicates that shear modulus of HMS-25 and soil increase with the power of 0.5 to the confining pressure and linear relationship to normalized shear modulus and damping ratio.

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자동차 부품용 Fe계 저합금 분말 소결품의 마찰마모 특성 연구 (A Study on Tribological Characteristics of Sintered Fe-base Low Alloy Powder for Automobile Parts)

  • 김태현;김상윤;김태규
    • 한국기계가공학회지
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    • 제11권6호
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    • pp.139-144
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    • 2012
  • In the automobile industry, the various efforts to lower their industrial cost and enhance fuel efficiency have been made through process improvement or weight saving of automobile parts. Gear is one of significant parts of transmission, which is made by cast iron or alloy steel. It is expensive due to complex processing, inferior materials and large machining allowance. In this study, alternative gear cars oil which is based on fluid applications materials is produced by reducing surface induction hardening and carburizing hardened in production. And then, wear characteristic and mechanical properties such as hardness of the sintered alloy which is used as a substitute for small machining allowance is investigated.

A comprehensive description for damage of concrete subjected to complex loading

  • Meyer, Christian;Peng, Xianghe
    • Structural Engineering and Mechanics
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    • 제5권6호
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    • pp.679-689
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    • 1997
  • The damage of concrete subjected to multiaxial complex loading involves strong anisotropy due to its highly heterogeneous nature and the geometrically anisotropic characteristic of the microcracks. A comprehensive description of concrete damage is proposed by introducing a fourth-order anisotropic damage tenser. The evolution of damage is assumed to be related to the principal components of the current states of stress and damage. The unilateral effect of damage due to the closure and opening of microcracks is taken into account by introducing projection tensors that are also determined by the current state of stress. The proposed damage model considers the different kinds of damage mechanisms that result in different failure modes and different patterns of microdefects that cause different unilateral effects. This damage model is embedded in a thermomechanically consistent constitutive equation in which hardening and the triaxial compression caused shear-enhanced compaction can also be taken into account. The validity of the proposed model is verified by comparing theoretical and experimental results of plain and steel fiber reinforced concrete subjected to complex triaxial stress histories.

배관용재료의 설계시 안전성 평가에 관한 연구(II) (A Study on the Safety Evaluation of Design for Piping Materials (II))

  • 김복기
    • 한국안전학회지
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    • 제10권3호
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    • pp.3-10
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    • 1995
  • For most engineering materials are influenced by the dominant mechanism resisting crack extention under large scale yielding conditions. Continuum mechanics analysis shows that fracture toughness, in addition to depending on young's modulus, flow stress strain hardening exponent, and yield strain, should be nearly proportoinal to the effective fracture ductility obtained for the stress state characteristic for region ahead of the crack; plane stress or plane strain. It's known that, in most ductile materials, crack propagation of the material strongly governed by the $J_{IC}$ value, which is still difficult to determine for it's complicate and treble-some determinative process. This paper, on the assumption that, initiation of crack tip strain field reaches on the relationships between the critical value of J-integral ($J_{IC}$) and the local fracture strain(${\varepsilon}_c$) in uniaxial tensile test in the region of maximun reduction areas was described.

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Spherical cavity expansion in overconsolidated unsaturated soil under constant suction condition

  • Wang, Hui;Yang, Changyi;Li, Jingpei
    • Geomechanics and Engineering
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    • 제29권1호
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    • pp.1-11
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    • 2022
  • A semi-analytical solution to responses of overconsolidated (OC) unsaturated soils surrounding an expanding spherical cavity under constant suction condition is presented. To capture the elastoplastic hydro-mechanical property of OC unsaturated soils, the unified hardening (UH) model for OC unsaturated soil is adopted in corporation with a soil-water characteristic curve (SWCC) and two suction yield surfaces. Taking the specific volume, radial stress, tangential stress and degree of saturation as the four basic unknowns, the problem investigated is formulated by solving a set of first-order ordinary differential equations with the help of an auxiliary variable and an iterative algorithm. The present solution is validated by comparing with available solution based on the modified Cam Clay (MCC) model. Parametric studies reveal that the hydraulic and mechanical responses of spherical cavity expanding in unsaturated soils are not only coupled, but also affected by suction and overconsolidation ratio (OCR) significantly. More importantly, whether hydraulic yield will occur or not depends only on the initial relationship between suction yield stress and suction. The presented solution can be used for calibration of some insitu tests in OC unsaturated soil.

Ag-20wt% Pd-20wt% Cu 3원합금(元合金) 및 Au첨가합금(添加合金)의 시효경화특성(時效硬化特性) (The Effect of Au Addition on the Hardening Mechanism in Ag-20wt% Pd-20wt% Cu)

  • 박명호;배봉진;이화식;이기대
    • 대한치과기공학회지
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    • 제19권1호
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    • pp.21-35
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    • 1997
  • Au 함량이 20% 미만인 Au-Ag-Pd합금의 기초합금인 Ag-Pd-Cu 3원계 합금의 시효경화 특성을 규명할 목적으로 20wt% Pd 및 20wt% Cu의 용질농도구성비가 1이 되는 3원 합금과 여기에 2wt% Au의 첨가합금에 미치는 석출상의 영향을 분석, 조사하여 아래와 같은 결론을 얻었다. Ag-20wt% Pd-20wt% Cu 3원 함금은 ${\alpha}$의 단일상에서 Ag-rich의 ${\alpha}2$상 및 PdCu규칙상에 의하여 경화반응이 진행되며 연속승온과정에서 $100{\sim}300^{\circ}C$의 경도증가와 $300{\sim}500^{\circ}C$의 경도감소의 2단계 경화특성이 얻어졌다. 연속승온시효과정은 Au첨가에 관계없이 2단계의 석출반응이 저온영역에서는 stage I, stage II로 나타나고 stage I은 고온에서의 소입에 의해 도입된 과잉공공의 이동 및 소멸에 의한 반응이고 stage II는 평형농도의 공공확산에 의한 반응에 대응하였다. 또한 본 합금의 시효석출과정은 ${\alpha}\to{\alpha}+{\alpha}2+PdCu\to{\alpha}_1+{\alpha}_2+PdCu$이고 최대 경화는 ${\alpha}_1,\;{\alpha}_2$, PdCu의 3상공존구역에서 나타났다. 이들 석출반응은 입계반응이고 반응의 진행과 함께 경도값은 상승하며 경화능에 직접적으로 기여하였다. 또한 석출상은 미세한 lamella조직의 nodule을 나타내고 이들 ${\alpha}_1,\;{\alpha}_2$ 및 PdCu상과의 미세한 혼합상의 형성이 시효경화능에 기여하는 주된 원인이 되었다. 과시효는 lamella의 조대화와 PdCu상의 ${\alpha}_2$상으로의 용해에 따른 정량적 감소에 대응하였다. 본 합금의 시효열처리 온도는 $450^{\circ}C$가 적절하며 $1{\sim}120min$ 시효시간에 걸쳐서 소정의 경화특성을 얻을 수 있었다.

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