• Title/Summary/Keyword: Ductile mode

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Investigation the fracture behavior of high-density polyethylene PE80 weakened by inclined U-notch with end hole

  • Soltaninezhad, Saeed;Goharrizi, Ataallah Soltani;Salavati, Hadi
    • Structural Engineering and Mechanics
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    • v.74 no.5
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    • pp.601-609
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    • 2020
  • In this article, the Strain Energy Density (SED) averaged over a well-defined control volume at a notch edge was applied in combination with the Equivalent Material Concept (EMC) to assess the fracture behaviors of some keyhole-notched specimens made of a High-Density Polyethylene (HDPE-PE80) material under mixed-mode loading conditions. An experimental program was performed and 54 new experimental data were totally provided. Additionally, different loading mode ratios were regarded by changing the inclination angles of the notches with respect to the applied load directions. The results obtained from the determined criteria were in good agreement with those of the experimental data.

A Study on Improvement of Seismic Performance of High Strength Reinforced Concrete Interior Beam-Column Joints using High Ductile Fiber-Reinforced Mortar (고인성섬유 복합모르타르를 활용한 고강도 철근콘크리트 내부 보-기둥 접합부의 내진성능 개선 연구)

  • Ha, Gee-Joo;Hong, Kun-Ho
    • Journal of the Korea Concrete Institute
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    • v.24 no.6
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    • pp.753-760
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    • 2012
  • In this study, experimental research was carried out to evaluate and improve the constructability and seismic performance of high strength R/C interior beam-column joints regions, with or without the shear reinforcement, using high ductile fiber-reinforced mortar. Six specimens of retrofitted the beam-column joint regions using high ductile fiber-reinforced mortar are constructed and tested for their retrofit performances. Specimens designed by retrofitting the interior beam-column joint regions (IJNS series) of existing reinforced concrete building showed a stable mode of failure and an increase in load-carrying capacity due to the enhancement of crack dispersion by fiber bridging from using new high ductile materials for retrofitting. Specimens of IJNS series, designed by the retrofitting of high ductile fiber-reinforced mortar in beam-column joint regions increased its maximum load carrying capacity by 96~102.8% and its energy dissipation capacity by 0.99~1.11 folds when compared to standard specimen of SIJC with a displacement ductility of 5.

A Study on the Flexural Behavior of RC Slabs with Externally Bonded Aramid Fiber Sheets (AFRT로 보강된 철근콘크리트 슬래브의 휨거동에 관한 연구)

  • 박홍용;최익창;홍규창;박재홍
    • Proceedings of the Korea Concrete Institute Conference
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    • 1999.04a
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    • pp.573-578
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    • 1999
  • The reinforced concrete slabs with epoxy-bonded AFRT sheets were experimentally investigated. Experimental data on strength, stiffness, steel strain, deflection and mode of failure of strengthened slabs were obtained, and comparisons between the different flexural reinforcing schemes and reinforced concrete slabs without AFRT sheets were made. The result generally indicate that the flexural strength, ductile behavior of strengthened slabs increased.

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Shear Performance of Wood-Concrete Composite II - Shear Performance with Different Anchorage Length of Steel Rebar in Concrete -

  • Lee, Sang-Joon;Eom, Chang-Deuk;Kim, Kwang-Mo
    • Journal of the Korean Wood Science and Technology
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    • v.40 no.5
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    • pp.327-334
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    • 2012
  • Wood and concrete show significantly different physical properties, and it need to be firstly understood for using wood-concrete composite. This study is performed for compensating this and effective hybridization of wood and concrete. This research in planned for wood-concrete composite after previous research which deals the shear performance with different anchorage length of steel rebar in wood. Yield mode and reference design value (Z) were derived using EYM (European Yield Model). And the yield mode changed before and after anchorage length of 10~15 mm - $I_s$ mode to IV mode. There was not increasing tendency of shear performance with increased anchorage length for over 20 mm of anchorage in concrete. And wood composite shows 65% and 93% on initial stiffness and yield load respectively compared with the wood-concrete composite. Wood-concrete composite showed brittle failure after yield point while wood-to-wood composite showed ductile failure.

A Study on the Grinding Characteristics of the Quartz (Quartz의 연삭 특성에 관한 연구)

  • Lim, Jong-Go;Ha, Sang-Baek;Kim, Sung-Hun;Choi, Hwan;Lee, Jong-Chan
    • Journal of the Korean Society for Precision Engineering
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    • v.18 no.7
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    • pp.106-111
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    • 2001
  • This study reports the grinding characteristics of quartz. Grinding experiments were performed at various grinding conditions including wheel mesh, table speed and depth of cut. The grinding forces and specific grinding energies were measured. Surface roughness was also measured with tracer and the ground surfaces were observed with SEM. A new parameter SDR(Surface roughness Direction Ratio) is proposed to characterize the grinding mechanisms of quartz. A set of experiments was performed to verify the effectiveness of the suggested parameter. The experimental results indicate that the ductile mode is the dominant material removal mode at the grinding conditions which show the higher value of SDR whereas the material is removed by brittle fracture in a lower value of SDR value increases with wheel mesh size.

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$CO_2$ Laser Weldability Between Sintered Co, Co+Ni alloy and Carbon Steel (Co/Co+Ni 성분의 분말 소결 금속과 탄소강의 레이저 용접성에 대한 고찰)

  • 박종원;이창희
    • Laser Solutions
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    • v.3 no.2
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    • pp.13-24
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    • 2000
  • The weldability of dissimilar materials between sintered materials which are consisted of Co, Co+Ni and carbon steel has been investigated using CO$_2$ laser. Autogeneous CO$_2$ laser welding were run along the butt between two alloys using sets of parameters variation-power and travel speed. In order to study weldability, mechanical tests (bending strength test, microhardness test) and metallurgical analyses (microstructure, phase transformation, fracture mode) were carried out. From the results obtained, it was found that the porosity which exists in a weld metal greatly affects the soundness of the weld. The optimum energy input to have a proper strength over than the requirement by a specification, found to be around 0.3-0.35kJ/m. There are two kinds of fracture mode in the weld metal, depending upon alloy combination, brittle fracture in the case of Co-carbon steel and a ductile fracture in the case of Co+Ni-carbon steel. In general, Co+Ni sintered material showed a better weld properties as compared to the Co sintered material.

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Mirror-surface Machining Properties of Structural Ceramics using Diamond Abrasives (다이아몬드 지립을 이용한 구조세라믹스의 경면가공 특성)

  • Kim, Yoo-Young;Kwak, Tae-Soo;Kim, Kyung-Nyun
    • Journal of the Korean Ceramic Society
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    • v.47 no.4
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    • pp.290-295
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    • 2010
  • This study has been focused on properties of mirror surface grinding technology by ELID(Electrolytic In-process Dressing) for structural ceramics using in high precision structural parts as like semi-conductor manufacturing processes. The experimental studies have been carried out to get mirror surface for grinding of structural ceramics, SiC, $Al_2O_3$ and AlN. Grinding process of the ceramics is carried out with varying mesh type, depth of cut and feed rate using diamond wheel. The machining result of the surface roughness and condition of ground surface, have been analyzed by use of surface roughness tester, SEM, AFM and three dimensional surface profiler measurement system.

Study on Characteristics of Low Cycle Fatigue for High Alloy and Austenite Stainless Steel (고합금강과 오스테나이트 스테인레스 강의 저사이클 피로 특성 연구)

  • Kim, Y.C.;Back, S.H.
    • Journal of Power System Engineering
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    • v.14 no.6
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    • pp.29-34
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    • 2010
  • As the steam temperature of fossil power plant boiler is increasing, the use of 9Cr-1Mo high alloy material is prevalent and it is needed to investigate the characteristics of low cycle fatigue for high alloy and austenite stainless steel that has used up to recently. As a result of test, in 9Cr-1Mo high alloy steel, the relation of strain and fatigue life is non-linear and the crack mode of low cycle fatigue is brittle but in the austenite stainless steel, that of strain and fatigue life is linear and the crack mode of low cycle fatigue is ductile. Comparing the fatigue life between high alloy and austenite stainless steel, there is no consistent characteristics as to strains. But the fatigue life of 9Cr-1Mo steel is longer by 25% than that of STS304 stainless steel in the relatively low, 0.3% strain. In the other strain, the fatigue life of two materials is similar.

Manufacturing of Tungsten Heavy Alloy Composites for Kinetic Energy Penetrator (텅스텐 중합금 복합관통자 제조)

  • Song Heung Sub;Kim Eun Pyo;Park Kyung Jin;You Joo Ha
    • Journal of Powder Materials
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    • v.11 no.5
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    • pp.369-375
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    • 2004
  • A new concept of tungsten heavy alloy composite was suggested and manufactured in this study for the kinetic energy penetrator. The composite heavy alloy was composed of two parts, the center was molybdenum added heavy alloy compositions which were designed to promote the self-sharpening effect and outside was conventional heavy alloy in order to sustain the severe stress condition in the muzzle during the firing. The center part showed an intergranular and brittle mode at tungsten/tungsten interfaces by which self-sharpening effect could be activated. On the other hand, that of outside showed conventional ductile fracture mode under high strain rate condition. From the sub-scale penetration test, the depth of penetration in heavy alloy composites showed greater values than those of conventional tungsten heavy alloys. It is suggested that the heavy alloy composite could be considered as one of the future penetrator materials.

Evaluation of Shear Strength of a Miniature Lead-free Single Solder Ball Joint (초소형 무연 단일 솔더볼 연결부의 전단강도 평가)

  • Joo, Se-Min;Kim, Ho-Kyung
    • Journal of the Korean Society of Safety
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    • v.25 no.6
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    • pp.14-21
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    • 2010
  • A miniature single solder ball joint is designed to mimic the actual solder joints used in the micro-electric industries. Shear tests were conducted to evaluate the mechanical behavior of miniature single solder joints at intermediate strain rates from $0.019\;s^{-1}$ to $2.16\;s^{-1}$ at room temperature. The shear fracture strength of the present solder ball joints generally increased with increasing shear strain rate, ranging from 32 to 51MPa. This behavior is affected by the sensitivity of bulk solder strength to strain rate. Shear fracture mode changed from brittle to partial ductile (failure inside the bulk solder) with an increase of shear speed. The unloading shear fracture toughness is generally consistent with the measure of the amount of bulk solder on the fractured surface.