• Title/Summary/Keyword: deformed steel

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Numerical study of internally reinforced circular CFT column-to-foundation connection according to design variables

  • Kim, Hee-Ju;Ham, Junsu;Park, Ki-Tae;Hwang, Won-Sup
    • Steel and Composite Structures
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    • v.23 no.4
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    • pp.445-452
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    • 2017
  • This study intends to improve the structural details of the anchors in the conventional CFT column-to-foundation connection. To that goal, finite element analysis is conducted with various design variables (number and embedded length of deformed bars, number, aspect ratio, height ratio and thickness ratio of ribs) selected based upon the results of loading test and strength evaluation. The finite element analysis is performed using ABAQUS and the analytical results are validated by comparison with the load-displacement curves obtained through loading test applying axial and transverse loads. The behavioral characteristics of the numerical model according to the selected design variables are verified and the corresponding results are evaluated.

Contact Analysis between Rubber Seal, a Spherical Wear Particle and Steel Surface (시일과 스틸면 사이의 구형 마멸입자에 의한 접촉해석)

  • Park, Tae-Jo;Yoo, Jae-Chan;Jo, Hyeon-Dong
    • Tribology and Lubricants
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    • v.24 no.6
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    • pp.297-301
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    • 2008
  • In many dynamic seals such as lip seal and compression packings, it is well known that wear occur at the surface of heat treated steel shaft as results of the intervened wear particle. It is widely understood that the dominant wear mechanism related in sealing surfaces is abrasive wear. However, little analytical and experimental studies about this problems have been done until now. In this paper, a contact analysis is carried out using MARC to investigate the wear mechanism in contact seal applications considering elastomeric seal, a elastic perfect-plastic micro-spherical particle and steel surface. Deformed seal shapes, contact and von-Mises stress distributions for various particle sizes and interference are showed. The maximum von-Mises stress within steel shaft was exceeded its yield strength and plastic deformation occurred at steel surface. Therefore, the sealing surface can be also worn by sub-surface fatigue due to wear particles together with well known abrasion. The numerical methods and models used in this paper can be applied in design of dynamic sealing systems, and further intensive studies are required.

Microstructures and Mechanical Properties of Friction Stir Welded High Strength Steels far Shipbuilding (선급용 고장력강 FSW접합부의 미세조직 및 기계적 성질)

  • 장웅성;최기용
    • Journal of Welding and Joining
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    • v.20 no.3
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    • pp.67-73
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    • 2002
  • In an attempt to evaluate the feasibility of friction stir welding(FSW) for joining carbon steels, microstructures and mechanical properties of friction stir welded carbon steels with different grain structures were investigated. In comparison of O-type stir zone(SZ) appeared in various aluminium alloys, configuration of SZ in friction stir welded carbon steels displayed U-type. Plastically deformed pearlite band structure was identified to surround the SZ, indicating the existence of so-called thermo-mechanically affected zone(TMAZ). However, the TMAZ of carbon steels was much narrower than that of Al alloys. The microstructures of both stir zone and TMAZ revealed bainite matrix in a conventional carbon steel for shipbuilding, while, in the same region, ferrite matrix microstructures were formed in a low carbon fine grained steel. The conventional carbon steel showed superior stirring workability to that of the fine grained carbon steel. The yield and tensile strength of the friction stir welded joints were comparable to those of the base metals, and the elongation in welded joints demonstrated excellent ductility. Absorbed energy in SZ of the fine grained carbon steel was ten times higher than that obtained from conventional submerged arc weld metal of the same steel. Based on these results, the application FSW to carbon steels was found to be feasible.

An Experimental Study on Flexural Behavior of One-Way Concrete Slabs Using Structural Welded Wire-Fabric (구조화 용접철강을 사용한 일방향 슬래브의 휨 거동에 관한 실험적 연구)

  • 허갑수;윤영호;양지수;김석중;정헌수
    • Magazine of the Korea Concrete Institute
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    • v.6 no.2
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    • pp.169-179
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    • 1994
  • Recently the construction of residential buildings faces many difficulties due to the shortage of building materials and works. Simplifying the stage of processing and assembling reinforcing rods and increasing the efficiency of them in reinforced concrete construction can be used to settle the difficulties. In the respect, structural wire-fabric and loop wire-fabric is utilized. The purpose of this study, on condition of being $210kg/cm^2$ concrete strength, is to analyze the structural and flexural properties of one-way concrete slabs by testing with different reinforcing type, tensile steel ratio based with minimum steel ratio, boundary condition and splice length which affect the maximum width of crack and ductility factor. From the test results, the ductility factor is approved that the slabs using deformed bar were much better than that using wire-fabric, and 30D of splice length was appropriate in the slabs as splice length. In the control of the maximum crack width the slabs using wire-fabric and loop wire-fabric were much better than that using deformed bar.

Effect of Die Machining Method on the Surface of Die Steel STD11 (금형가공방법이 합금공구강 표면에 미치는 영향)

  • Kim Sei-Hwan;Chio Kye-Kwang
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.6 no.5
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    • pp.391-395
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    • 2005
  • This paper has comparatively analyzed the characteristics of the machined surface of a specimen made by machining Die Steel STD11 and a specimen obtained by W-EDM steel. If a press die is manufactured through W-EDM, products of shapes that cannot easily be made through machining can be manufactured easily. However, the life of the press die is significantly reduced compared with the press die made through machining. This is believed to be caused by the deformed layer that has occurred on the surface of the press die that was made through W-EDM. The roughness of the 2 specimens was measured, and it was learned that the distribution of the roughness of the specimen made through the 1st W-EDM was rough. When the specimens were observed using a scanning-electron microscope, there was significant difference between the surface and the cross-section of the 2 specimens, while the cross section of the specimen obtained through W-EDM had the tempered and quenched surface structure which exists in the form of a deformed layer.

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Effects of annealing temperature on strain-induced martensite and mechanical properties of 304 stainless steel (304 스테인리스 강의 가공유기 마르텐사이트와 기계적 거동에 미치는 온도의 영향)

  • Lee, S.H.;Choi, C.Y.;Nam, W.J.
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 2008.10a
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    • pp.203-206
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    • 2008
  • Transformation of austenite to martensite during cold rolling has been widely used to strengthen metastable austenitic stainless steel grades. Aging treatment of cold worked metastable austenitic stainless steels, including ${\alpha}'$-martensite phase, results in the further increase of strength, when aging is performed in $200^{\circ}C$ to $450^{\circ}C$ temperature range. The purpose of the present study was to evaluate the effect of time and temperature on the stress-strain behavior of cold worked austenitic stainless steels. The amount of ${\alpha}'$-martensite during cold working and aging was examined by ferrite scope and X-ray diffraction (XRD). During aging at $450^{\circ}C$ for 1hr, tensile strength dramatically increased by 150MPa. Deformed metastable austenitic steels containing the "body-centered" ${\alpha}'$-martensite are strengthened by the diffusion of interstitial solute atoms during aging at low temperature.

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The Development of Aluminum Pipe Support for Apartment Slabs(I) (공동주택 슬래브의 알루미늄 파이프서포트 개발에 관한 연구(I))

  • Cha, Jung-Koo;Yi, Young-Seop
    • Journal of the Korean Society of Safety
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    • v.27 no.5
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    • pp.105-110
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    • 2012
  • Steel elements are widely used for temporary structures on every construction site. but despite its strong resistences against heavy concrete volumes, they are easily eroded by oxygens in the space as times have been gone. If they are used several times in the construction fields, their elements are rusted and deformed and the strength is gradually reduced through the weak part. From this point of view, aluminum pipe support has been developed in stead of steel pipe sopport with enhancing durability against oxygens all the more. The developed aluminium pipe support has been lighter than steel unit, so workability has been improved. In another advantage of aluminium pipe support, different level control is possible with being equipped with the level control nut which enables the length adjustment of aluminium pipe support and the collapse of aluminum pipe support could be also prevented from the structures in the long term.

Prediction of Flow Stress of Steel in Consideration of Recrystallization (재결정거동을 고려한 강의 유동응력 예측)

  • 이동근;박종진
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 1999.08a
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    • pp.341-348
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    • 1999
  • In the finite elemenet analysis of metal forming problems, the most critical input is the flow stress of workpiece. Conventionally, the flow stress of a metal at elevated temperatures is assumed to be a function of strain, strain rate and temperature, and obtained by experiment. However, if the workpiece is not continuously deformed as in mulit-pass rolling, the flow stress obtained by experiment is no longer valid because it does not consider the microstructure evolution occurring between deformations. In the present study, it was attemped that the flow stress of steel in the austenite region be obtained equations. It was applied to the prediction of flow stress variation at each stand during hot finishing rolling of steel.

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A basic study of reinforcement tools development for Productivity Improvement of Composite PC connection work (합성 PC 구조 접합부공사의 생산성 향상을 위한 철근배근 도구 개발 기초연구)

  • Kim, Geun-Ho;Lim, Chae-yeon;Na, Young-Joo;Kim, Sun-Kuk
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2012.05a
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    • pp.339-340
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    • 2012
  • Green frame is combined by structural steel and reinforcements of Green column and beam and unified by cast-in-place concrete. However, when upper reinforcements penetrate structural steel hole, the execution is difficult due to interference of joint and a rib of deformed reinforcements. Therefore, the objective of this study is to propose the reinforcement tools to improve productivity of precast structure connection construction. The reinforcement tools proposed in this study can be helpful to improve constructability, safety, duration, and cost comparing with conventional reinforcement method since unskilled workers can deal with reinforcements easily.

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Toward Improving the Dynamic Deformation Properties of Metallic Materials via Role of Microstructure Factor (미세조직 인자의 영향을 고려한 금속 소재의 동적변형 특성 향상에 관한 연구)

  • Kim, Y.G.;Hwang, B.;Lee, D.G.;Ko, Y.G.;Lee, S.
    • Transactions of Materials Processing
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    • v.30 no.5
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    • pp.247-254
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    • 2021
  • This study reviews dynamic deformation behavior of ultra-fine-grained Al alloys, ultra-fine-grained conventional low carbon steel and dual phase steel and Zr-based amorphous alloys. Dynamic tests were conducted using a Kolsky bar then the test data was analyzed in relation to resultant microstructures, mechanical properties and propensity of adiabatic shear band. In addition, deformed microstructures and fracture surfaces were used to investigate the behavior of both the dynamic deformation and fracture, and adiabatic shear banding. As a result, increasing microstructural homogeneity, strain hardenability and forming multiple shear bands could be a better way to increase the fracture resistance under dynamic loading as the formation of adiabatic shear bands was reduced or prevented.