• Title/Summary/Keyword: Bake and Cooling Cycle

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Effect of Soaking Temperature on the Bake Hardnability of Ti-Nb Stabilized Steel Sheets (Ti-Nb 복합 첨가강의 BH특성에 미치는 균열온도의 영향)

  • Hur, Bo-Young;Um, Yong-Su;Kim, Sang-Youl;Cho, Sang-Hun;Nam, Tae-Woon
    • Journal of Korea Foundry Society
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    • v.24 no.4
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    • pp.231-237
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    • 2004
  • Bake hardenable steel utilizes the phenomenon of strain aging to provide an increase in the yield strength of formed components. An increase of the carbon content will improve the bake hardening response: more solutes are available to pin mobile dislocations and to form the clusters more rapidly. But aging resistance decrease as increasing solute carbon. In order to under-stand the compatibility between bake hardenability and aging resistance. The optimum solute carbon control methods during manufacture should be determined. In this paper, the effect of continuous heat cycle conditions such as soaking temperature, rapid cooling start temperature, cooling rate on BH(Bake Hardenability), AI(Aging Index), YP-El(Yield Point Elongation) and other mechanical properties have been investigated. and following results were obtained. In the case of soaking temperature, BH increases with higher soaking temperature because of NbC $dissolution(830^{\circ}C)$, Therefore the solute carbon and BH at $850^{\circ}C$ and $870^{\circ}C$ are higher than these at $810^{\circ}C$. But BH at $870^{\circ}C$ is a little lower than that at $850^{\circ}C$ owing to the ferrite grain size. The measurement of amount of dissolution C using IFT(Internal Friction Test) can explain the relation of solute carbon and BH.

An Experimental Study of the Recycled Cement Manufacturing Method for Improving the Material Quality (재생시멘트의 품질향상을 위한 제조방법에 관한 연구)

  • Oh, Sang-Gyun
    • Journal of the Korea Institute of Building Construction
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    • v.4 no.2
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    • pp.143-149
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    • 2004
  • The recycle of domestic waste concrete is, however, still in an early stage, and it has been only partially being used for the road fillers. As a counter-plan of activating recycled concrete, we have confirmed the hydration possibility of the waste concrete powder from the experiment on recycling the aggregate powder since 2000. Though that study, we have known that the strength is increasing when the baking time is longer, and baking temperature maintain in $700^{\circ}C$. Also, the quality is lowered because of the fine aggregate powder which has a bad influence on flowability & compression strength by adhesion of mortar on the aggregate face. Therefore, mortar and interfacial separation of aggregate are large in proper quality for concrete recycling is expected that affect. The purpose of this study is to investigate effective aggregate separation and to determine the most suitable production method controlling the duration of baking time for recycled cement from the compressive strength, X-ray diffraction and ingredient analysis test.