• Title/Summary/Keyword: strength property

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An Experimental Study on the Strength and Deformation of Reinforced Concrete Shear Wall (철근 콘크리트 내진벽의 강도와 변형에 대한 실험적 연구)

  • 전영주;이동근;이수곤
    • Proceedings of the Korea Concrete Institute Conference
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    • 1993.10a
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    • pp.243-249
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    • 1993
  • The porpose of this study is to suggest an experimental for shear wall of reinforced concrete wall structure. A series of experimental be performed for earned to strength and deformation property of reinforced concrete shear wall. These specimens are three R/C walls among five models which had boundary. As a result, it was found that cyclic experiment is very proper and cyclic time must be increased 3 or 5 times. Monotonic test results was indicated over 15% than other experiment for yielding strength and ultimate strength.

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Technical Development using High Strength Steel of mP Type on Automobile Parts (TRIP형 고장력강판의 부품적용 기술개발)

  • 류성지;이상제;이규현;이문용
    • Journal of Welding and Joining
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    • v.20 no.3
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    • pp.46-53
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    • 2002
  • The expolitation of substitute material and new manufacturing technology of the automobile body panel for next generation cars have been steadily professed by advanced automobile companies. High strength steel of TRIP (Transformation of Induced Plasticity) type is developed in response to demands about crash safety and high strength of automobile. In this study, basic technologies can fix up problems occurring on the mass production and applied to the other forming methods will be prepared through rasping a property of TRIP material.

Strength Property Evaluation of Amorphous Steel Fiber-Reinforced Concrete and Applicability Review of Test House (비정질 강섬유 보강 콘크리트 강도 특성 평가 및 실증하우스 적용성 검토)

  • Sung, Jong-Hyun;Choi, Se-Jin
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2015.05a
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    • pp.38-39
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    • 2015
  • This study reviewed slump and air content as pre-hardening characteristics depending on B/P production of amorphous steel fiber-reinforced concrete and evaluated compressive strength, flexural strength and tensile strength as post-hardening characteristics depending on B/P production of amorphous steel fiber-reinforced concrete.

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The Study on the Improvement of Compressive Strength Using Superlasticizer (유동화제 사용을 통한 압축강도 개선에 관한 연구)

  • Kim, Jung-Ho;Jung, Yoong-Hoon;Kim, Choong-Gyum
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2022.04a
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    • pp.190-191
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    • 2022
  • This study was conducted to improve the compression strength of concrete in the field and analyzed the physical and mechanical properties of concrete using of fluidizers. Through this, the purpose of stable compression strength in the field.

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The Effect of PC-Based SP on Rheology and Strength of High Strength Grout (PC계 유동화제가 고강도 그라우트에 유동성 및 강도에 미치는 영향)

  • Kim, Beomhwi;Yi, Chongku
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2022.04a
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    • pp.148-149
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    • 2022
  • The use of high-strength grout applied for facility foundations and bridges has recently been expanding in offshore wind farm. Wind farm in offshore require bearing capacity for horizontal loads such as wind, waves, and earthquakes. In order to improve the bearing force of the base part, sufficient fluidity and a certain strength should be ensured so that the high-strength grout is densely charged in the narrow space of the connection part. Therefore, in this study, changes in fluidity and strength according to the ratio of PC-based superplasticizer mixed in high-strength grout were measured. As a result, as the ratio of the superplasticizer increased, fluidity increased and strength decreased. However, the strength did not decrease when the ratio of superplasticizer was above a 0.005. Therefore, it was confirmed that the fluidity change was remarkable when a 0.005 ratio of PC-based superplasticizer were added.

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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

A Study on Correlation of Microstructural Degradation and Mechanical Properties of 9-12%Cr-Steel for Ultra-Super Critical Power Generation (초초임계압 발전용 소재의 장시간 열처리에 따른 미세조직 변화와 기계적 특성의 상관관계 연구)

  • Joo Sungwook;Yoo Junghoon;Shin Keesam;Hur Sung Kang;Lee Je-Hyun;Suk Jin Ik;Kim Jeong Tae;Kim Byung Hoon
    • Korean Journal of Materials Research
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    • v.15 no.1
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    • pp.19-24
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    • 2005
  • For the good combination of high-temperature strength, toughness and creep property, $9-12\%$ chromium steels are often used for gas turbine compressors, steam turbine rotors, blade and casing. In this study, the correlation of microstructural evolution and mechanical properties was investigated fur the specimens heat-treated at 600, 650 and $700^{\circ}C$ for 1000, 3000 and 5000 hrs. The microstructure of as-received specimen was tempered martensite with a high dislocation density, small sub-grains and fine secondary phase such as $M_23C_6$. Aging for long-time at high temperature caused the growth of martensite lath and the decrease of dislocation density resulting in the decrease in strength. However, the evolution of secondary phases had influence on hardness, yield strength and impact property. In the group A specimen aged at $600^{\circ}C\;and\;650^{\circ}C$, Laves phase was observed. The Laves phase caused the increase of the hardness and the decrease of the impact property. In addition, the abrupt growth of secondary phases caused decrease of the impact property in both A and B group specimens.

Effect of Ni Addition on Bainite Transformation and Properties in a 2000 MPa Grade Ultrahigh Strength Bainitic Steel

  • Tian, Junyu;Xu, Guang;Jiang, Zhengyi;Hu, Haijiang;Zhou, Mingxing
    • Metals and materials international
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    • v.24 no.6
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    • pp.1202-1212
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    • 2018
  • The effects of Nickle (Ni) addition on bainitic transformation and property of ultrahigh strength bainitic steels are investigated by three austempering processes. The results indicate that Ni addition hinders the isothermal bainite transformation kinetics, and decreases the volume fraction of bainite due to the decrease of chemical driving force for nucleation and growth of bainite transformation. Moreover, the product of tensile strength and total elongation (PSE) of high carbon bainitic steels decreases with Ni addition at higher austempering temperatures (220 and $250^{\circ}C$), while it shows no significant difference at lower austempering temperature ($200^{\circ}C$). For the same steel (Ni-free or Ni-added steel), the amounts of bainite and RA firstly increase and then decrease with the increase of the austempering temperature, resulting in the highest PSE in the sample austempered at temperature of $220^{\circ}C$. In addition, the effects of austempering time on bainite amount and property of high carbon bainitic steels are also analyzed. It indicates that in a given transformation time range of 30 h, more volume of bainite and better mechanical property in high carbon bainitic steels can be obtained by increasing the isothermal transformation time.

A Study on the Mechanical and Hand Properties of Knitted Fabrics - Focused on the 2 Colors Jacquard - (편성물의 역학적 특성과 태 평가 - 2 칼라 자카드를 중심으로-)

  • Koo, Mi-Ran
    • Journal of the Korea Fashion and Costume Design Association
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    • v.12 no.3
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    • pp.93-103
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    • 2010
  • The results of comparison and analysis of dynamical features according to Jacquard structure are as follows. Regarding elongation(E) value in tensile property, the value in the direction of course was found to be larger in all Jacquard structure, except floating Jacquard, than the direction of wale. It could be found that, as to bending strength(B) in Bending Property, the value of bending strength in the direction of course smaller in all the textile(structure) except floating than the direction of wale, so that the ability of curve formation is excellent. And in case of floating Jacquard, it showed the smallest value in the direction of course and wale, so that it was interpreted as Jacquard having a soft feel. Blister Jacquard showed the highest value in both directions of course and wale, so that it was evaluated as Jacquard having the hardest touch. With regard to shearing character(G) and shearing hysteresis(2HG) in Shearing Property, Jacquard indicated the lowest value, so it was evaluated as the textile(structure) having high drape the transformation of whose fabric is easy. In addition, normal Jacquard, transfer Jacquard, blister Jacquard showed a high value, so that it could be known they are Jacquards having stiff touch. The study implies that normal Jacquard, bird's eye Jacquard, etc., which well stretch in the direction of a course like tubular Jacquard course, is better to make the margin a little shorter than the basic margin, and Jacquard that well stretches in the direction of wale like ladder's back Jacquard and floating Jacquard is better to make the margin longer and the length shorter than the basic margin.

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Quality Properties of Mortar Using the Recycled Fine Aggregates and Fly Ash Depending on Mixing Factors (순환잔골재와 플라이애시를 사용하는 모르터의 배합요인 변화에 따른 품질특성)

  • Han, Cheon-Goo;Son, Seok-Heon;Park, Kyung-Taek
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.5 no.4
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    • pp.99-105
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    • 2010
  • This study analyzed the effects of changes in mixing factors of zero-cement mortar that only used recycled fine aggregates and fly-ash on quality of mortar, and the results are as follows. To describe the property of fresh mortar, as mix proportion and flow of mortar increased, W/B was highly selected and air content decreased. To describe compressive strength according to age as the property of hardened mortar, it was revealed that the strength did not strength until the 14 day, but strength of about 1 ~ 2 MPa strength during the 14 day through 28 day, and almost similar strength after 28 day. Also, compressive strength according to changes in mix proportion, flow and B/W was generally similar. Summarizing the above experimental results, in case of mortar that used recycled fine aggregates and fly-ash, it secured the strength for the use of landfill even though not for structural use. Especially, poor mix proved to be more useful than rich mix.

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