• 소성∙가공
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• 제31권3호
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• pp.160-166
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• 2022

The purpose of this study is to investigate the effects of combined addition of Ca and Y on the precipitation and age-hardening behavior of an extruded AZ91 alloy by conducting the aging treatment at 200 ℃ for hot-extruded AZ91 and AZ91-0.3Ca-0.2Y alloys. In the AZ91 alloy, many Mg₁₇Al₁₂ discontinuous precipitate (DP) bands formed during air cooling immediately after extrusion are present, whereas in the AZ91-0.3Ca-0.2Y alloy, a few DP bands and numerous Al₂Y, Al₈Mn₄Y, and Al₂Ca phase particles are distributed along the extrusion direction. The peak-aging time of the AZ91-0.3Ca-0.2Y alloy is 16 hours, twice that of the AZ91 alloy. Although both alloys have similar hardness before aging treatment, the hardness after peak-aging treatment (i.e., peak hardness) of the AZ91-0.3Ca-0.2Y alloy is higher than that of the AZ91 alloy, as 93.1 and 88.7 Hv, respectively. The microstructures of both peak-aged alloys comprise DPs and continuous precipitates (CPs). However, the peak-aged AZ91-0.3Ca-0.2Y alloy has a smaller amount of DPs and a larger amount of CPs than the peak-aged AZ91 alloy. Additionally, the inter-particle spacings of DPs and CPs in the former are significantly narrower than those in the latter. These results demonstrate that the addition of small amounts of Ca and Y to a commercial AZ91 alloy considerably affects the formation rate, size, and amount of CPs and DPs during aging and resultant age-hardening behavior.

• 소성∙가공
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• 제32권4호
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• pp.173-179
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• 2023

In this study, the age-hardening behavior and tensile properties of a cast AZ91-0.3Ca-0.2Y (SEN9) alloy are investigated and compared with those of a commercial AZ91 alloy. Even after homogenization heat treatment, the SEN9 alloy contains numerous undissolved secondary phases, Al₈Mn₄Y, Al₂Y, and Al₂Ca, which results in a higher hardness value than the homogenized AZ91 alloy. Under aging condition at 200 ℃, both the AZ91 and SEN9 alloys exhibit the same peak-aging time of 8 h, but the peak hardness of the latter (86.8 Hv) is higher than that of the former (83.9 Hv). The precipitation behavior of Mg₁₇Al₁₂ phase during aging significantly differs in the two alloys. In the AZ91 alloy, the area fraction of Mg₁₇Al₁₂ discontinuous precipitates (DPs) increases up to ~50% as the aging time increases. In contrast, in the SEN9 alloy, the formation and growth of DPs during aging are substantially suppressed by the Ca- or Y-containing particles, which leads to the formation of only a small amount of DPs with an area fraction of ~4% after peak aging. Moreover, the size and interparticle spacing of Mg₁₇Al₁₂ precipitates of the peak-aged SEN9 alloy are smaller than those of the peak-aged AZ91 alloy. The homogenized AZ91 alloy exhibits a higher tensile strength than the homogenized SEN9 alloy due to the finer grains of the former. However, the peak-aged SEN9 alloy has a higher tensile elongation than the peak-aged AZ91 alloy due to the smaller amount of brittle DPs in the former.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2017년도 춘계 학술논문 발표대회
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• pp.18-19
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• 2017

In this study, hardening characteristics and microstructure of blast furnace slag-cement mortar replaced alpha-calcium sulfate hemihydrate were analyzed. As a result of replacing alpha-calcium sulfate hemihydrate with 0, 10, 20, 30%, it was confirmed that the initial and final setting times are faster than that of blast furnace slag-cement mortar. The compressive strength of the specimens containing alpha-calcium sulfate hemihydrate decreased in the range of 42 ~ 76% at age 28 days compared with blast furnace slag-cement mortar. In the case of replacing the alpha-calcium sulfate hemihydrate, the shrinkage did not occur more rapidly than the cement mortar, but the slope of the strain curve showed a linear behavior. The results of scanning electron microscopy images analysis showed that the formation of ettringite was increased at alpha-calcium sulfate hemihydrate replaced mortar.

• 대한치과기공학회지
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• 제20권1호
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• pp.37-49
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• 1998

실용치과재료로 사용되고 있는 Ag-Pd-Cu 3 원계 합금의 시효석출과정을 Pd 및 Cu의 용질 농도의 조성비가 약 1.7인 합금과 이 합금에서 2wt%Au의 첨가합금에 미치는 영향을 조사 분석하여 아래와 같은 결론을 얻었다. Ag-25Pd-15Cu 3원 합금은 ${\alpha}$의 단일상에서 ${\alpha}_1$ (Cu-rich), ${\alpha}_2$(Ag-rich) 및 PdCu 규칙상에 의해서 경화반응이 진행되며 연속승온시효에 의하면 $100{\sim}300^{\circ}C$의 저항증가와 $300{\sim}500^{\circ}C$의 저항감소라고 하는 2단계 변화에 의해서 경화곡선이 얻어졌다. 또한 본 합금의 시효과정은 ${\alpha}{\to}{\alpha}+{\alpha}_2+PdCu{\to}{\alpha}_1+{\alpha}_2+PdCu$이고 2상분리 반응에 경화되며 최고경화는 ${\alpha}_1,\;{\alpha}_2$ 및 PdCu 규칙상의 혼합영역에서 나타났다. 이들 석출반응은 입계반응이고 반응의 진행과 함께 경도값은 상승하고 경화촉진에 기여하였다. 또한 Nodule은 미세한 lamella조직을 나타내고 이들 ${\alpha}_2$와 PdCu상과의 미세한 혼합상의형성이 시효경화에 기여하는 주된 원인이 되었다. 과시효는 lamella의 조대화와 PdCu상의 ${\alpha}2$상으로의 용해에 따른 정량적 감소에 대응하였다. 석출상은 thin lamella구조의 잘 방위된 미세한 판상석출물로서 이들 미세 판상석출물은 AuCu($L1_0$)type의 face-centered tetragonal(fct)의 초격자구조였다. 규칙화된 미세한 판상석출물은 stair-step mode로서 twinning에 의해 형성되며 이것은 시효에 의해 $L1_0$ type의 PdCu 규칙상과 같은 초격자 형성시 정방비틀림 때문이라고 생각된다. 이들 twinning lamella는 귀금속원소에 의해 형성된 $L1_0$ type의 PdCu 규칙상과 같기 때문에 이들 합금의 부식저항에도 기여하였다. Ag-25Pd-15Cu합금은 전반적으로 양호한 내식성을 나타내며 Pd.Cu=1인 합금에서보다도 Pd함량이 높은 Pd/Cu=1.7에서 내식성이 보다 우수한 것은 Pd 함량이 내식성에 기여하였고 2%Au의 첨가에 의해서 부식성을 개선할 수 있었다.

• 한국구조물진단유지관리공학회 논문집
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• 제12권6호
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• pp.173-179
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• 2008

비파괴시험에 의한 콘크리트 압축강도 추정시 반발경도법은 콘크리트 타설 후 시간경과에 따라 재령계수를 적용하고 있으나 초음파속도법은 적용되지 않고 있다. 재령경과에 따른 콘크리트 초음파속도의 변화에 대한 재령계수 적용의 필요성에 대하여 검토해야함에도 불구하고 그에 대한 연구가 거의 없는 실정이다. 따라서 본 연구는 콘크리트 초음파속도를 측정하여 강도 추정식에 적용될 재령계수를 산정하기 위한 실험을 실시한 결과, 초음파속도는 콘크리트 경화에 따라 재령 초기 기준치에 비교하면 급격한 변화를 보여 재령계수를 반드시 적용해야 한다는 것을 알 수 있었으며 실험결과에 의해 콘크리트 초음파속도의 재령계수를 제안하였다.

• Advances in concrete construction
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• 제11권4호
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• pp.335-345
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• 2021

It is known from the literature that there are relatively few studies on the engineering properties of ultra-high performance concrete (UHPC) in early age. In fact, in order to ensure the safety of UHPC during construction and sufficient durability and long-term performance, it is necessary to explore the early behavior of UHPC. The test parameters (test control factors) investigated included the percentage of cement replaced by silica fume (SF), the percentage of cement replaced by ultra-fine silica powder (SFP), the amount of steel fiber (volume percent), and the amount of polypropylene fiber (volume percentage). The engineering properties of UHPC in the fresh mixing stage and at the age of 7 days were investigated. These properties include freshly mixed properties (slump, slump flow, and unit weight) and hardened mechanical properties (compressive strength, elastic modulus, flexural strength, and splitting tensile strength). Moreover, the effects of the experimental factors on the performance of the tested UHPC were evaluated by range analysis and variance analysis. The experiment results showed that the compressive strength of the C8 mix at the age of 7 days was highest of 111.5 MPa, and the compressive strength of the C1 mix at the age of 28 days was the highest of 128.1 MPa. In addition, the 28-day compressive strength in each experimental group increased by 13%-34% compared to the 7-day compressive strength. In terms of hardened mechanical properties, the performance of each experimental group was superior to that of the control group (without fiber and without additional binder materials), with considerable improvement, and the experimental group did not produce explosive or brittle damage after the test. Further, the flexural test process found that all test specimens exhibited deflection-hardening behavior, resulting in continued to increase carrying capacity after the first crack.

• 한국건설순환자원학회논문집
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• 제7권4호
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• pp.95-103
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• 2012

프리캐스트 콘크리트 공법은 건식공법으로서 현장에서의 작업량을 최소화할 수 있으며 품질관리가 쉽고, 조립으로 공기단축이 가능하지만, 공기상 조기에 콘크리트 강도를 확보하기 위하여 콘크리트의 강도발현속도를 촉진시키는 증기양생법에 의존하여 왔다. 그러나 최근에 나타나고 있는 중동에서의 정치적 불안이나 국제 경제의 불안정으로 인해 지속적으로 유류비는 상승되고 있다. 따라서 본 연구에서는 프리스트레스트용 프리캐스트 콘크리트 제품 생산을 위해 저온의 조건에서 증기양생을 사용하지 않고 1일 압축강도 14MPa 이상, 설계기준압축강도 40MPa를 확보하는 콘크리트 개발을 목표로 하였다. 1종 포틀랜드시멘트와 3종 조강포틀랜드시멘트, 특수목적의 조강혼합시멘트 등 3종류의 시멘트에 대해 굳지 않은 콘크리트의 물성과 압축강도를 실험을 통해 평가하였다. 실험결과, 조강용 시멘트들은 슬럼프와 슬럼프경시변화, 공기량 확보 측면에서 불리하였지만 강도 측면에서는 목표값 이상을 확보하였으며 특히, 조강혼합시멘트가 가장 우수한 것으로 나타났다.

• 한국도로학회논문집
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• 제17권3호
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• pp.85-95
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• 2015

PURPOSES : Recently, bonded concrete overlay has been used as an alternative solution in concrete pavement rehabilitation since its material properties are similar to those of the existing concrete pavements. Deteriorated concrete pavements need rapid rehabilitation in order to prevent traffic jams on Korean expressways. Moreover, speedy and effective repair methods are required. Therefore, the use of bonded concrete overlay with ultra-rapid hardening cement has increased in an effort to reopen promptly the expressways in Korea. However, mobile mixer is required for ultra-rapid hardening cement concrete mixing in the construction site. The use of mobile mixer causes various disadvantages aforementioned such as limitation of the construction supply, open-air storage of mixing materials, increase in construction cost, and etc. In this study, therefore, hydration accelerator in-situ mixing on polymer modified concrete produced in concrete plant is attempted in order to avoid the disadvantages of existing bonded concrete overlay method using ultra-rapid hardening cement. METHODS : Bonded concrete overlay materials using ultra-rapid hardening cement should be meet all the requirements including structural characteristics, compatibility, durability for field application. Therefore, This study aimed to evaluate the application of hydration accelerator in-situ mixing on polymer modified concrete by evaluating structural characteristics, compatibility, durability and economic efficiency for bonded concrete overlay. RESULTS : Test results of structural characteristics showed that the compressive, flexural strength and bond strength were exceed 21MPa, 3.15MPa and 1.4MPa, respectively, which are the target strengths of four hours age for the purpose of prompt traffic reopening. In addition, tests of compatibility, such as drying shrinkage, coefficient of thermal expansion and modulus of elasticity, and durability (chloride ions penetration resistance, freezing-thawing resistance, scaling resistance, abrasion resistance and crack resistance), showed that the hydration accelerator in-situ mixing on polymer modified concrete were satisfied the required criteria. CONCLUSIONS : It was known that the hydration accelerator in-situ mixing on polymer modified concrete overlay method was applicable for bonded concrete overlay and was a good alternative method to substitute the existing bonded concrete overlay method since structural characteristics, compatibility, durability were satisfied the criteria and its economic efficiency was excellent compare to the existing bonded concrete overlay methods.

• 대한치과기공학회지
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• 제21권1호
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• pp.27-41
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• 1999

치과용 Ag기 합금에서 30wt%Pd 및 10wt%Cu의 용질농도의 구성비가 3이 되는 3원 합금과 여기에 2wt% Au의 첨가에 미치는 석출상의 영향을 조사 분석하여 아래와 같은 결론을 얻었다. Ag-Pd-Cu 3원 합금은 $\alpha$ 단일상에서 Ag-rich ${\alpha}_2 $ 및 PdCu 규칙상에 의해서 경화반응이 진행되며 연속승온시효곡선에 의하면 100-$300^{\circ}C$의 저항증가와 300-$500^{\circ}C$의 저항감소라고 하는 2단계 변화에 의해서 경화곡선이 얻어졌다. 또한 본 합금의 시효과정에서는 ${\alpha}{\to}{\alpha}_2+PdCu{\to}$의 2상 분리반응에 의하여 경화원인이 되었다. 석출과정은 ${\alpha}{\to}{\alpha}_1+PdCu{\to}{\alpha}_2+PdCu$ 이고 Cu-rich인 ${\alpha}_2$상은 거의 나타나지 않으며 최고 경도값은 ${\alpha}_2$ 및 PdCu의 2상공존 구역에서 나타났다. 미량의 Au첨가에 의해서 경화는 다소 증가하지만 경화성보다는 내식성에 보다 크게 기여하였고 Pd/Cu=3인 합금은 Pd/Cu=1 또는 1.7의 합금보다도 전반적으로 경도값은 가장 낮게 나타나며 이것은 치과용 Ag기 합금의 시효경화성에는 Cu농도가 크게 기여하였다. 불연속석출물인 nodule 생성물은 입계에 우선 형성되어 $\alpha$ matrix로 진행되어 nodule 석출물은 부드러운 경계면을 가지고 $\alpha$ matrix주위에 strain matrix를 나타내므로 nodule 형성이 본 합금의 시효경화를 야기하였다. 내식성은 Pd 함량이 가장 높은 본 합금에서 매우 양호하게 나타났으며 Pd 함량이 증가가 내식성의 향상에 크게 기여하여 미량의 Au 첨가에 의해서 보다 현저히 효과를 얻었다. 본 합금의 시효열처리 조건은 $450^{\circ}C$ 적절하며 1-120min 시효시간에 걸쳐서 소정의 경도 값을 얻을 수 있고 시효경화성 및 내식성의 결과로부터 Ag-30wt%Pd-10wt%Cu합금 및 미량 Au 합금은 치과용 금속재료로 적합하였다.

• 한국건축시공학회지
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• 제2권4호
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• pp.169-176
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• 2002

To study of binder and fine aggregate a lot of replacement fly-ash concrete, initial characteristics, standard environment of curing temperature $20^{\circ}C$, hot-weather environment, cold weather environment of curing temperature $5^{\circ}C$. Flash concrete tested slump, air contest, setting and Hardening concrete valuated setting period of form, day of age 3, 7, 28 compression strength in sealing curing. Underwater curing specimen compression strength of age 3. 7, 28day used strength change accordingly fly-ash concrete curing temperature. Purpose of study is consultation materials in field that variety of fly-ash replacement concrete mix proportion comparison and valuation. (1) Setting test result, fly-ash ratio of replacement higher delay totting time. Same volume of fly-ash ratio of replacement is lower fly-ash ratio of replacement fine aggregate delay setting time. Setting test in curing temperature $35^{\circ}C$ over twice fast setting in curing temperature $20^{\circ}C$ and all specimen setting delay in curing temperature $5^{\circ}C$. F40 specimen end of setting about 30 time. (2) Experiment result age 28day compression strength more fisher plan concrete then standard environment in curing temperature $20^{\circ}C$, cold weather environment in curing temperature $5^{\circ}C$, most strength F43 is hot-weather environment in curing temperature $35^{\circ}C$ replacement binder 25%, fine aggregate 15%. (3) Hot-weather environment replacement a mount of fly-ash is a same of plan concrete setting period of form. Age 28day compression strength replacement a mount of fly-ash more hot-weather concrete then plan concrete.