• Title/Summary/Keyword: Tensile Fracture Property

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The Estimation of Mechanical Properties of the High Frequency Induction Hardening SM45C Steel by Acoustic Emission (음향방출법에 의한 SM45C 고주파 열처리 강의 기계적 특성 평가)

  • Rhee, Zhang-Kyu;Kim, Bong-Gag
    • Proceedings of the Safety Management and Science Conference
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    • 2009.11a
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    • pp.471-481
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    • 2009
  • This study is deal with the high frequency induction hardening (HF at $850^{\circ}C$, 120kHz & 50kW condition) SM45C steel. (1) The HF specimen which was tempered at $150^{\circ}C$, did not appear any tempering effect. A brittle fracture occurred at rounded area of the tensile specimen. AE amplitude distribution showed between 45~60dB. (2) The HF specimen which was tempered at $300^{\circ}C$, slip and fracture occurred at the hole area of the tensile specimen. As it passes the yield point, the AE energy increased intermittently and AE amplitude distribution showed between 70~85dB. In addition, after the maximum tensile load, it showed high amplitude and energy distribution. The AE amplitude showed between 45~70dB. (3) The HF specimen which was tempered at $450^{\circ}C$, a brittle fracture occurred as if it is torn in the direction of $45^{\circ}$ on parallel area over the both sides of the tensile specimen, which led to several peak to be appeared in AE energy. It was found that the AE amplitude was relatively low and the AE energy was high.

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Leak-Before-Break Assessment Margin Analysis of Improved SA508-Gr.1a Pipe Material (개선된 SA508-Gr.1a 배관재의 파단전누설평가 여유도 분석)

  • Kim, Maan-Won;Lee, Yo-Seob;Shin, In-Whan;Yang, Jun-Seog;Kim, Hong-Deok
    • Transactions of the Korean Society of Pressure Vessels and Piping
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    • v.16 no.1
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    • pp.42-48
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    • 2020
  • The effect of improving the tensile and J-R fracture toughness properties of SA508 Gr.1a on the LBB margin for the main steam pipe is investigated. The material properties and microstructure images of the existing main steam piping material SA106 Gr.C used in domestic nuclear power plants and the newly selected material SA508 Gr.1a were compared. For each material, LBB margins were calculated and compared through finite element analysis and crack instability evaluation. The LBB margin of the improved SA508 Gr.1a is found to be greatly improved compared to that of the existing SA106 Gr.C and SA508 Gr.1a. This is because of the increased material's strength and J-R fracture toughness compared to the previous materials. In order to analyze the effect of physical property change on the LBB margin, the sensitivity of each LBB margin according to the variation of tensile strength and J-R fracture toughness was analyzed. The effect of the change in tensile strength was found to be greater than that of the change in fracture toughness. Therefore, an increase in strength significantly influenced the improvement of the LBB margin of the improved SA508 Gr.1a.

Mechanical Properties of Hydrated Cement Paste: Development of Structure-property Relationships

  • Ghebrab, Tewodros T.;Soroushian, Parviz
    • International Journal of Concrete Structures and Materials
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    • v.4 no.1
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    • pp.37-43
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    • 2010
  • Theoretical models based on modern interpretations of the morphology and interactions of cement hydration products are developed for prediction of the mechanical properties of hydrated cement paste (hcp). The models are based on the emerging nanostructural vision of calcium silicate hydrate (C-S-H) morphology, and account for the intermolecular interactions between nano-scale calcium C-S-H particles. The models also incorporate the effects of capillary porosity and microcracking within hydrated cement paste. The intrinsic modulus of elasticity and tensile strength of hydrated cement paste are determined based on intermolecular interactions between C-S-H nano-particles. Modeling of fracture toughness indicates that frictional pull-out of the micro-scale calcium hydroxide (CH) platelets makes major contributions to the fracture energy of hcp. A tensile strength model was developed for hcp based on the linear elastic fracture mechanics theories. The predicted theoretical models are in reasonable agreements with empirical models developed based on the experimental performance of hcp.

Influence of Reinforced Fiber on Local Failure of the Concrete subjected to Impact of High-Velocity Projectile (고속 비상체 충돌에 의한 콘크리트의 국부파괴에 미치는 혼입 섬유의 영향)

  • Kim, Hong-Seop;Kim, Gyu-Yong;Choe, Gyeong-Cheol;Kim, Jung-Hyun;Lee, Young-Wook;Han, Sang-Hyu
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2014.11a
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    • pp.139-140
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    • 2014
  • The purpose of this study in to evaluate relationship between mechanical properties of materials and fiber type by reinforced fiber with high-velocity impact fracture behavior of fiber reinforced concrete. As a result, for fracture behavior by high-velocity impact, it is considered that impact fracture behavior is not affected by static mechanical properties directly but affected by fiber type and density of the number of fiber. It is necessary to consider type, shape, mechanical properties and the number of fiber with flexural and tensile performance for the evaluation on impact resistance performance of fiber reinforced concrete.

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Mechanical Property and Ductile-Brittle Transition Behavior of Ti-Nb-P Added Extra Low Carbon High Strength Steel Sheets (Ti-Nb-P 첨가 극저탄소 고강도 강판의 기계적 성질과 연성-취 천이거동)

  • Park J. J.;Lee O. Y.;Park Y. K.;Han S. H.;Chin K. G.
    • Korean Journal of Materials Research
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    • v.14 no.12
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    • pp.863-869
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    • 2004
  • The purpose of this research is to investigate the mechanical property and ductile-brittle transition temperature of Ti-Nb-P added extra low carbon interstitial free steel having a tensile strength of 440 MPa. The mechanical property and transition temperature of hot rolled steel sheets were more influenced by the coiling temperature rather than by the small amount of alloying element. Further, at the same composition, the property of the specimen coiled at low temperature was superior to that obtained at higher coiling temperature. The fracture surface of 0.005C-0.2Si-1.43Mn steel coiled at $630^{\circ}C$ showed a ductile fracture mode at $-100^{\circ}C$, but coiling at $670^{\circ}C$ showed a transgranular brittle fracture mode at $-90^{\circ}C$. The galvannealed 0.006C-0.07Si-1.33Mn steel sheet annealed at $810^{\circ}C$ has tensile strength and elongation of 442.8 MPa and $36.6\%$, respectively. The transition temperature of galvannealed 0.006C-0.07Si-1.33Mn steel sheet was increased with a drawing ratio, and the transition temperature of the galvannealed 0.006C-0.07Si-1.33Mn steel was $-60^{\circ}C$ at a drawing ratio of 1.8

Mechanical Properties of Cement Mortar: Development of Structure-Property Relationships

  • Ghebrab, Tewodros Tekeste;Soroushian, Parviz
    • International Journal of Concrete Structures and Materials
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    • v.5 no.1
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    • pp.3-10
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    • 2011
  • Theoretical models for prediction of the mechanical properties of cement mortar are developed based on the morphology and interactions of cement hydration products, capillary pores and microcracks. The models account for intermolecular interactions involving the nano-scale calcium silicate hydrate (C-S-H) constituents of hydration products, and consider the effects of capillary pores as well as the microcracks within the hydrated cement paste and at the interfacial transition zone (ITZ). Cement mortar was modeled as a three-phase material composed of hydrated cement paste, fine aggregates and ITZ. The Hashin's bound model was used to predict the elastic modulus of mortar as a three-phase composite. Theoretical evaluation of fracture toughness indicated that the frictional pullout of fine aggregates makes major contribution to the fracture energy of cement mortar. Linear fracture mechanics principles were used to model the tensile strength of mortar. The predictions of theoretical models compared reasonably with empirical values.

Strength and fracture toughness of reduced - activation ferritic steel (JLF-1) for fusion reactor application (핵융합로용 저방사화 철강재료(JLF-1)의 강도와 파괴인성)

  • Yun, Han-Gi;Kim, Dong-Hyeon;Lee, Sang-Pil;Park, Lee-Hyeon;Gong, Yu-Sik;Katoh, Y.;Kohyama, A.
    • Proceedings of the KSME Conference
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    • 2003.04a
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    • pp.13-18
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    • 2003
  • Reduced activation ferritic steel, JLF-1 steel (Fe-9Cr-2W-V-Ta), is one of the promising candidate materials for fusion reactor applications. Fracture toughness ($J_IC$) and tensile tests were carried out at room temperature and elevated temperature ($400^{\circ}C$). Two types of CT specimen were prepared to examine the effect of rolling direction on the fracture toughness of JLF-1 steel. Four types of tensile specimen were also prepared to investigate the property by the rolling direction and welding. The Micro Vickers hardness was measured at various distances of a cross section of the TIG joints of JLF-1 steel according to the heating history of each position. Finally, the fracture surface was observed by scanning electron microscopy (SEM).

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The Analysis of Mechanical Properties of the High Frequency Induction Hardening SM45C Steel by Acoustic Emission (음향방출법에 의한 SM45C 고주파 열처리 강의 기계적 특성 평가)

  • Rhee, Zhang-Kyu
    • Journal of the Korean Society of Mechanical Technology
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    • v.13 no.2
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    • pp.93-100
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    • 2011
  • This study deals with the high frequency induction hardening (HF at $850^{\circ}C$, 120kHz & 50kW condition) SM45C steel. (1) The HF specimen, which was tempered at $150^{\circ}C$, did not show any tempering effect. A brittle fracture occurred at rounded area of the tensile specimen. AE (acoustic emission) amplitude distribution showed between 45dB and 60dB. (2) A slip and fracture occurred at the hole area of the HF specimen which was tempered at $300^{\circ}C$. As they pass the yield point, the AE energy is increased intermittently and AE amplitude distribution exists between 70dB and 85dB. In addition, after imposing the maximum tensile load, AE signals showed high amplitude and energy distribution. The AE amplitude showed between 45dB and 70dB. (3) A brittle fracture occurred at HF specimen which was tempered at $450^{\circ}C$ as if it is torn in the direction of $45^{\circ}$ on parallel area over the both sides of the tensile specimen, which lead to several peak appeared in AE energy. It was found that the AE amplitude was relatively low and the AE energy was high.

Development of Special Steels for Turbine Blade of Nuclear Power Plant (원자력 터빈 블레이드용 특수강 개발)

  • Im, Cha-Yong;Kim, Seong-Jun
    • 연구논문집
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    • s.24
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    • pp.119-128
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    • 1994
  • A special steels have been developed for the possible applications of turbine blade in nuclear power plant. The compositions of developed alloy were selected by the reference of imported alloy. The various properties such as tensile property, impact energy, hardness, and microstructures were investigated. All the properties of optimum heat treated materials were satisfied with the present specifications of turbine blade materials in unclear power plant. Furthermore, FATT(Fracture appearance transition temperature), high temperature tensile properties, and transformation temperatures of developed alloy also have been studied.

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Mechanical Behavior and Fracture Resistance of $SCS6/Si_3N_4$ CFCCs ($SCS6/Si_3N_4$ 연속섬유강화 세라믹 복합재료의 기계적 거동 및 파괴저항평가)

  • Yoon, Yu-Sung;Kwon, Oh-Heon;Jenkins, Michael G.
    • Proceedings of the KSME Conference
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    • 2001.06a
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    • pp.658-662
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    • 2001
  • Continuous fiber ceramic composites(CPCCs) having the advantages of ceramics resistance to heat, eroson can be applied in chemical reactors and engine. CFCCs has relatively high stiffness in spite of low weight. In particular, it exhibits greatly increased toughness, which serves to decrease its inherent damage characteristics of the brittle nature of monolithic ceramics. In this wort, tensile and flexural test for SCS6 fiber/ $Si_3N_4$ matrix composites were studied. An objective of this study is to obtain the basic quantities of mechanical properties for tension and flexural test and link these to the fracture resistance behavior. Then, we showed that wok of fracture concept was useful as a method for describing fracture restance behavior of CFCCs.

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