• Title/Summary/Keyword: R-curve behavior

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Fatigue Life Evaluation Model for Welded feints Based on Nominal Stress and Residual Stress Relaxation (잔류응력 완화를 고려한 공칭응력 기반 용접재의 피로수명 평가 모델)

  • 구병춘;양승용;정흥채;최성규
    • Proceedings of the KWS Conference
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    • 2004.05a
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    • pp.249-251
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    • 2004
  • According to our fatigue tests carried out at 20 ㎐, R=0.1 on transversely butt-welded joints, fatigue strengths of as-welded specimens, that is, specimens having residual stress are higher than those of annealed specimens in short hie range, but vice verse in long life range. This behavior seems to be concerned mainly with residual stress relaxation by applied loading. After analyzing the welding process, we conducted finite element analysis to quantify the degree of residual stress relaxation. By taking into account residual stress relaxation, modified Goodman diagram, and nominal stress, we evaluated the fatigue life of the welded joint from the S-N curve for the parent material. The estimated results are in a good agreement with the experimental results.

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A study on the Determination of Fracture Toughness (파괴인성치의 결정법에 대한 고찰)

  • 석창성;이환우;최용식
    • Journal of the Korean Society of Safety
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    • v.6 no.4
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    • pp.73-80
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    • 1991
  • Interest in fracture of structure has increased significantly over the past decade. New approaches to analyze structural performance have been accompanied by the development of test methods to characterize material behavior in a manner compatible with the analysis. Several test methods have been developed as a results of advances in fracture mechanics, for example, $K_{IC}$ , $J_{IC}$, R-curve tearing instability and CTOD approaches. Among the rest, fracture toughness $K_{IC}$ and $J_{IC}$ can be used as an effective design criterion in fracture mechanics. Generally, the determintion of $J_{IC}$ was performed according to ASTM E 813 or JSME S 001 and $K_{IC}$ was performed according to ASTM E 399. In this study, the test method for $K_{IC}$ and $J_{IC}$ were discussed.scussed.

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Fatigue behavior of circular hollow tube and wood filled circular hollow steel tube

  • Malagi, Ravindra R.;Danawade, Bharatesh A.
    • Steel and Composite Structures
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    • v.19 no.3
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    • pp.585-599
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    • 2015
  • This paper presents the experimental work on fatigue life and specific fatigue strength of circular hollow sectioned steel tube and wood filled circular hollow section steel tube. Burning effect was observed in the case of circular hollow sectioned steel tube when it is subjected to Maximum bending moment of 19613.30 N-mm at 4200 rpm, but this did not happen in the case of wood filled hollow section. Statistical analysis was done based on the experimental data and relations have been built to predict the number of cycles for the applied stress or vice versa. The relations built in this paper can safely be applied for design of the fatigue life or fatigue strength of circular hollow sections and wood filled hollow sections. Results were validated by static specific bending strengths determined by ANSYS using a known applied load.

Fatigue Life Evaluation of Welded Joints With Residual Stress (잔류응력을 고려한 용접 이음부의 피로수명 평가 모델)

  • Goo, B.C.;Yang, S.Y.
    • Proceedings of the KSME Conference
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    • 2004.04a
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    • pp.108-113
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    • 2004
  • According to our fatigue tests carried out at 20 Hz, R=0.1 on transversely butt~welded joints, fatigue strengths of as-welded specimens, that is, specimens having residual stress are higher than those of annealed specimens in short life range, but vice verse in long life range. This behavior seems to be concerned mainly with residual stress relaxation by applied loading. After analyzing the welding process, we conducted finite element analysis to quantify the degree of residual stress relaxation. By taking into account residual stress relaxation, modified Goodman diagram, and nominal stress, we evaluated the fatigue life of the welded joint from the S-N curve for the parent material. The estimated results are in a good agreement with the experimental results.

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Cold Rolling and Heat Treatment Characteristics of TiNi Based Shape Memory Wire (TiNi계 형상기억합금 선재의 냉간압연 및 열처리 특성)

  • Kim, R.H.;Kim, H.S.;Jang, W.Y.
    • Journal of the Korean Society for Heat Treatment
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    • v.30 no.6
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    • pp.251-257
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    • 2017
  • The effect of annealing temperature on the martensitic transformation behavior, tensile deformation chracteristics and shape recovery etc., has been studied in TiNi based shape memory ribbon fabricated by coldrolling of wire. TiNi based shape memory wire (${\phi}=500{\mu}m$) of which structure is intermetallic compound could be cold-rolled without process annealing up to the reduction rate in thickness of 50%, but a few cracks appear in cold-rolled ribbon in the reduction rate in thickness of 65%. The $B2{\rightarrow}R{\rightarrow}B19^{\prime}$ martensitic transformation or $B2{\rightarrow}B19^{\prime}$ martensitic transformation occurs in annealing conditions dissipating lattice defects introduced by coldrolling. However, in case of higher reduction rate or lower annealing temperature, martensitic transformation in cold-rolled and then annealed ribbons does not occur. The maximum shape recovery rate of cold-rolled ribbons with the reduction rate of 35 and 65% could be achieved at annealing temperatures of 250 and $350^{\circ}C$, respectively. The shape recovery rate seems to be related to the stress level of plateau region on stress-strain curve.

The Effect of External DC Electric Field on the Atmospheric Corrosion Behaviour of Zinc under a Thin Electrolyte Layer

  • Liang, Qinqin;YanYang, YanYang;Zhang, Junxi;Yuan, Xujie;Chen, Qimeng
    • Corrosion Science and Technology
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    • v.17 no.2
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    • pp.54-59
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    • 2018
  • The effect of external DC electric field on atmospheric corrosion behavior of zinc under a thin electrolyte layer (TEL) was investigated by measuring open circuit potential (OCP), cathodic polarization curve, and electrochemical impedance spectroscopy (EIS). Results of OCP vs. time curves indicated that the application of external DC electric field resulted in a negative shift of OCP of zinc. Results of cathodic polarization curves measurement and EIS measurement showed that the reduction current of oxygen increased while charge transfer resistance ($R_{ct}$) decreased under the external DC electric field. Variation of OCP negative shift, reduction current of oxygen, and $R_{ct}$ increase with increasing of external DC electric field strength as well as the effect of external DC electric field on double-layer structure in the electrode/electrolyte interface and ions distribution in thin electrolyte layer were analyzed. All results showed that the external DC electric field could accelerate the corrosion of zinc under a thin electrolyte layer.

An Investigation on the Analysis of Curved Rahmen Bridge (곡선 R.C라멘교의 해석적 고찰)

  • Oh, Sae-Joon;Chung, Won-Ki;Park, Myoung-Gyun;Choi, Sung-Kweon;Lee, Eun-Ho;Park, Ho
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.05a
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    • pp.498-501
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    • 2006
  • R.C. Rahmen bridges have been widely constructed in the location of interchange or narrow road crossing. In addition, skewed or curved rahmen bridges are mostly constructed in comparison with normal rahmen bridges for the purpose of maintaining the route of road or considering the beauty of bridge. However, due to the functional characteristics, rahmen bridges are sustained under the direct vehicle loads and the side directional earth pressure so that the stress concentration with respect to the geometrical eccentricity can be occurred if rahmen bridges are constructed in large amount of skew. In this investigation, the behavior of skewed rahmen bridges which is located in curved route has been analysed to investigate the additional effects on the change of stress concentration. As a result, it is judged that the stress of curved rahmen bridges is more concentrated than the stress of straight rahmen bridges in the region of obtuse angle. However, in the middle of slab, the curve does not affect on the stress concentration.

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The Surface Modification of Electrode with Solid Electrolyte Interphase for Hybrid Supercapacitor

  • Choi, Min-Geun;Kang, Soo-Bin;Yoon, Jung Rag;Lee, Byung Gwan;Jeong, Dae-Yong
    • Journal of Electrical Engineering and Technology
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    • v.10 no.3
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    • pp.1102-1106
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    • 2015
  • A hybrid supercapacitor (HS) is an energy storage device used to enhance the low weight energy density (Wh/kg) of a supercapacitor. On the other hand, a sudden decrease in capacity has been pointed out as a reliability problem after many charge/discharge cycles. The reliability problem of a HS affects the early aging process. In this study, the capacity performance of a HS was observed after charge/discharge. For detailed analysis of the initial charge/discharge cycles, the charge and discharge curve was measured at a low current density. In addition, a solid electrolyte interphase (SEI) layer was confirmed after the charge/discharge. A HC composed of a lithium titanate (LTO) anode and active carbon cathode was used. The charge/discharge efficiency of the first cycle was lower than the late cycles and the charge/discharge rate was also lower. This behavior was induced by SEI layer formation, which consumed Li ions in the LTO lattice. The formation of a SEI layer after the charge/discharge cycles was confirmed using a range of analysis techniques.

A Case Study on the Large Scaled Load Test of Soil Nailed Walls (쏘일네일링 벽체에 대한 대형파괴재하시험 사례)

  • Kang, In-Gyu;Ryu, Jeong-Su;Kwon, Young-Ho;Lee, Seung-Hyun;Park, Shin-Young
    • 기술발표회
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    • s.2006
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    • pp.135-145
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    • 2006
  • Soil nailing systems are generally many used in underground excavations and reinforcements of slopes since the first construction as a temporary retaining wall in 1993, Korea. In recently, they are many attempts to expand the permanent reinforcements of slopes However, experimental studies related to soil nailing systems are insufficient Specially, there are no researches related in the large scaled load tests of soil nailed walls in Korea In this study, a case study on the large scaled load tests of soil nailed walls is introduced and the behavior characteristic of them is investigated Also, they are proposed allowable deformation corresponding to the serviceability limit of soil nail walls and ultimate deformation corresponding to the collapse state of the walls. These results can be applied to the maintenance management of soil nailed walls And analysis on the required minimum factor of safety of soil nailed walls using the relation curve of load ratio and deformation ratio are carried out

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A Study on Hydrogen Impurity Effect in Anode of Proton Exchange Membrane Fuel Cell on Various Concentration of CO and H2S (고분자전해질 연료전지 연료극의 일산화탄소 및 황화수소 농도에 따른 불순물영향에 관한 연구)

  • LEE, EUN-KYUNG;BAEK, JAE-HOON;LEE, JUNG-WOON;LEE, SEUNG-KUK;LEE, YEON-JAE
    • Transactions of the Korean hydrogen and new energy society
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    • v.27 no.6
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    • pp.670-676
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    • 2016
  • Hydrogen town in Republic of Korea was established in 2013. Hydrogen as a byproduct produced by various processes of factories is used in hydrogen town facilities. As cell performance is affected by contaminations in fuel gas, various standards about impurities of fuel have been determined by many countries. This study shows performance degradation of single cell with impurities concentrations. Traces of carbon monoxide (CO) and hydrogen sulfide ($H_2S$)can cause considerable cell performance losses. For comparing the performances by poisoning of CO, acceleration test, I-V curve, constant current are performed. Both the CO and $H_2S$ poisoning rate are a function of their concentration. With the higher concentrations the higher poisoning rates are observed. And, it was confirmed that, oxidation behavior and side reaction generation are not affected. Under the lower $H_2S$ concentration condition, the poisoning rate is much higher than that of CO because of its different adsorption intensity. It can be possible that the result of this study can be used for enacting regulation as a baseline data.