• Title/Summary/Keyword: Maximum tensile stress

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Optimum Design of one Stress-Ring Die for Powder Compaction (분말압축성형용 단일보강링 금형의 최적설계)

  • Sin, Jung-Ho;Son, Ju-Ri
    • 한국기계연구소 소보
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    • s.17
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    • pp.75-82
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    • 1987
  • Shrink-rings (Stress-rings) are used in the fabrication of powder compaction dies to increase the allowable compaction pressures for a given die material. Optimum Procedures are used to insure that the stress distributions in the die and stress-rings ultilize fully the strength available in each of the die elements. Two criteria for the optimum die design are used: Maximum shear stress limit for one-piece dies and zero tensile stress limit for combined dies. Examples for each case are presented in this paper.

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A study on strain specification and safety degree of connection joints of steel structural member (강구조부재 연결부의 변형특성 및 안전도에 관한 연구)

  • 김경진;김두환
    • Journal of the Korean Professional Engineers Association
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    • v.19 no.4
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    • pp.5-10
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    • 1986
  • On SWS 41 Plates jointed by the F11T M 20 high strength bolts the study on stress behavior and safety degree until rupture in static tensile tests were performed. By these results, in case of no clamping force stress concentration was extremed for strain of about 10% higher ratio. Elastic strain occurred to change of test specimens depth by the load and plastic strain occurred to local minute sleep after elastic strain. compared shear stress with tension stress from the fracture load it was showned lower values than the maximum shear stress theory and stress strain energy theory.

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Analysis of Residual and Applied Stresses of Thin-walled U tubes (얇은 두께로 된 U 전열관의 잔류응력 및 부하응력 해석)

  • 김우곤;김대환;류우석;국일현;김성청
    • Proceedings of the Korean Society of Machine Tool Engineers Conference
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    • 1999.05a
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    • pp.163-169
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    • 1999
  • Residual stresses causing stress corrosion cracking (SCC) of thin-walled steam generator U tubes were investigated. The residual stresses were measured by hole drilling methods, and the applied stresses resulting from the internal pressure and the temperature gradient in the steam generator were estimated theoretically. In U-bent regions, the residual stresses at extrados were induced with compressive stress(-), and its maximum value reached -319MPa in axial direction at $\phi$= $0^{\circ}$ in position. Maximum tensile residual stress of 170MPa was found to be at the flank side at position of $\phi$= $90^{\circ}$, i.e., at apex region. Hoop stress due to the pressure and temperature differences between primary and secondary side were analyzed to be 76 MPa and 45 MPa, respectively.

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A Study of Adhesive Mechanism of Gecko Adhesion System using Adhesive Beam Contact Model (보 접착 모델을 이용한 게코 접착 시스템의 접착 메커니즘에 대한 연구)

  • Kim, Won-Bae;Cho, Maeng-Hyo
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.23 no.4
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    • pp.403-407
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    • 2010
  • Gecko adhesion system consists of beam-shaped seta and spatula which has the role of adhesive pad. In this paper, adhesion mechanism of gecko adhesion system is performed by using adhesive beam contact model. this model has a feature of non-uniform stress profile on the contact surface and adhesion/detachment mechanism is determined by the tensile stress of the contact region. a spatula tip pad has the role of reduction of maximum tensile stress and adhesive force is increased due to this effect. As for a reverse loading case, maximum compressive stress drops by the spatula effect and this cause unsymmetric loading conditions between adhesion and detachment forces. In this study, finite element method is used for the analysis of adhesive beam contact model and the results for spatula effect are presented.

Calculation of Crack Width and Crack Spacing of High-Strength Concrete Members (고강도콘크리트 부재의 균열폭 및 균열간격 계산에 관한 연구)

  • Jung, Gi-Oh;Lee, Gi-Yeol;Kim, Dae-Joong;Kim, Woo
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.05a
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    • pp.227-232
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    • 2002
  • This paper describes a calculation of an average crack spacing and the maximum crack width for the high-strength concrete tensile and flexural members. Based on the uniform bond stress distribution of the average steel and concrete strains over the transfer length, the crack spacing and the crack width are proposed to utilize influence of the concrete strength and the cover thickness. This analytical results presented in this paper indicate that the proposed equations can be more effectively estimated the maximum crack width and the average crack spacing of the reinforced concrete flexural and tensile members.

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Gate Pier damage assessment by vessel collision (선박충돌에 따른 콘크리트 배수갑문 교각 구조해석)

  • Kim, Kwan-Ho;Cho, Jae-Yong;Cho, Young-Kweon
    • Proceedings of the Korea Concrete Institute Conference
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    • 2010.05a
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    • pp.165-166
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    • 2010
  • Collision scenario was 12 cases considering gate location, water level and lateral location of collision etc. And then, analysis result of trunnion by collision loads (reservoir side gate). Compressive fracture may not occur because the maximum compressive stress of concrete is below the allowable compressive strength. but, it is possible to appear some local crack because the maximum tensile stress exceed the tensile strength.

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A Study on the Spring-Link Mechanism to Improve the Shock-proof Characteristics of Link (스프링 링크 메커니즘에서 부재의 내충격성 향상을 위한 연구)

  • 박상후;이부윤;안길영;오일성;윤영관;김대균
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 1997.10a
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    • pp.777-781
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    • 1997
  • One of the spring-link mechanisms, the air circuit breaker(ACB), was studied to improve the shock-proof characteristics of it. The low-cycle fatigue fracture phenomenon was occurred on the critical link, called h-link, of ACB for the repeated rapid closing and opening operations. To analyze the cause of failure, dynamic FE-analysis on the h-link part of ACB was accomplished with considered the velocity and acceleration of the links per time as boundary conditions, which were obtained by using ADAMS. Then, to reduce the maximum tensile stress on the h-link, three types of h-link were suggested and one of them was selected. Fmm this study, we suggested the process of analysis on the high-speed motion behavior part related low-cycle fatigue fractures.

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Improvement of Fatigue-Proof Characteristics of Link Members Under Impact Loadings by a Spring-Actuated Mechanism (스프링구동 메커니즘의 충격 하중을 받는 링크부재의 내피로 특성 향상)

  • 안길영;박상후;이부윤;김원진;오일성
    • Journal of the Korean Society for Precision Engineering
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    • v.20 no.4
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    • pp.158-164
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    • 2003
  • The air circuit breaker (ACB) with the spring-actuated mechanism was studied to improve the fatigue-proof characteristics of its link. The low-cycle fatigue fracture phenomenon occurred on the critical link, called h-link, of ACB from the repeated rapid closing and opening operations. To analyze the cause of failure, dynamic FE-analysis on the b-link part of ACB was performed considering tile velocity and acceleration of the links per time as boundary conditions, which were obtained by using ADAMS. Also, the S-N curve obtained by experiments was used to investigate requirement on the fatigue-proof characteristics. Then, to reduce the maximum tensile stress on the h-link, three types of h-link were examined and one of them was selected.

Failure Analysis of Metallic Components (금속소재 부품의 고장분석 사례)

  • Song Jin-Hwa;Hong Ki-Jung;Chang Chang-Hwan;Kim Young-Sub
    • Journal of Applied Reliability
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    • v.6 no.1
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    • pp.51-61
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    • 2006
  • Failure analyses were conducted on a crank shaft and a chock liner by using X-ray diffraction, optical microscopy and SEM/EDS techniques. In the crank shaft, a crack developed where a maximum tensile stress coincided with band structure formed by hot forging. The maximum tensile stress was observed to originate from volume expansion during high frequency induction heat treatment and the band structure to develop between upper and lower dies during hot forging. In the chock liner, the wear mechanism varied with the chemical affinity and hardness of liner material relative to friction pair of housing liner. Brass of low chemical affinity and hardness compared to housing liner showed uniform adhesive wear. STS 304 and STS 420J2 of high chemical affinity showed galling and scoring respectively.

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Investigation of Bottom Cracks in the Carbonated Poly(ethylene terephthalate) Bottle

  • Pae, You-Lee;Nah, Chang-Woon;Lyu, Min-Young
    • Elastomers and Composites
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    • v.38 no.4
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    • pp.354-362
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    • 2003
  • The use of a petaloid design for the bottom of carbonated poly(ethylene terephthalate)(PET) bottles is widely spread. This study investigated the causes of bottom cracks. The tensile yield stress variations of PET according to the crystallinity and stretch ratio were examined, then the stretch ratio and strength in the bottom area of a blown bottle were analyzed. A crack test was also performed to observe the cracking phenomena. The distribution of the effective stress and maximum principal stress were both examined using computer simulation to seek the influence of the bottom design on crack. It was concluded that the bottom cracks occurred because of inadequate material strength due to the insufficient stretching of PET, plus the coarse design of a petaloid bottom. The stretch ratio at the bottom during bottle blowing should be higher than the strain hardening point of PET to produce enhanced mechanical strength. The cracks in the bottom of the PET bottles occurred through crazing below the yield stress. The maximum principal stress was higher in the valleys of the petaloid bottom than in the rest bottom area, and the maximum principal stress had a strong effect on the cracks.