• International Journal of Concrete Structures and Materials
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• 제10권2호
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• pp.249-256
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• 2016

This paper deals with the effects of silica fume content and polymer-binder ratio on the properties of ultrarapid-hardening polymer-modified mortar using silica fume and ethylene-vinyl acetate redispersible polymer powder instead of styrene-butadiene rubber latex to shorten the hardening time. The ultrarapid-hardening polymer-modified mortar was prepared with various silica fume contents and polymer-binder ratios, and tested flexural strength, compressive strength, water absorption, carbonation depth and chloride ion penetration depth. As results, the flexural, compressive and adhesion strengths of the ultrarapid-hardening polymer-modified mortar tended to increase as increasing polymer-binder ratio, and reached the maximums at 4 % of silica fume content. The water absorption, carbonation and chloride ion penetration resistance were improved according to silica fume content and polymer-binder ratio.

• 한국강구조학회 논문집
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• 제29권1호
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• pp.1-12
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• 2017

본 연구에는 HSB600 고강도 강재의 변형-경화를 고려한 조밀 강합성 I-거더의 정모멘트부 공칭휨강도를 제안한다. HSB600은 일반강재와는 다르게 명확한 항복 고원을 보이지 않고 항복 직후 변형-경화가 진행된다. 하지만 현 국내외 설계기준에 있는 공칭휨강도 식은 일반강재에 대하여 개발된 설계식이기 때문에 HSB600의 변형-경화 특성을 제대로 반영하지 못하고 있다. 따라서 HSB600의 변형-경화 특성이 휨강도에 미치는 영향을 고려하기 위해, 강합성 거더의 변형-경화를 고려한 소성모멘트를 제안한 후 다수의 해석단면을 대상으로 모멘트-곡률 수치해석을 수행하였다. 해석 결과를 토대로 HSB600 고강도 강재의 변형-경화가 강합성 거더 휨강도에 미치는 영향을 나타내는 매개변수를 제안하였다. 또한 이 매개변수를 이용하여 HSB600 강합성 거더의 변형-경화를 고려한 정모멘트부 공칭휨강도를 제안하였고 현 AASHTO LRFD 교량설계기준의 공칭휨강도와 비교 검토하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1994년도 가을 학술발표회 논문집
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• pp.127-132
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• 1994

This study attemps to investigate the influence of heat of hydration occured during hardening on the strength development of high strength concrete. The concrete design strengths of 500kg/$\textrm{cm}^2$ and 700kg/$\textrm{cm}^2$ were considered to simulated the square columns having $80\times80cm$ and $100\times100cm$, respectively. Both standard curing and field curing specimen were prepared at the specified ages, and the cores were drilled out from the structure. The thermal sensors were installed into the specimen to measure the heat of hydration process occurred during the hardening. This paper tries to uncover the relationship between the temperature history of the concrete and strength development. The correlation of core strength and specimen strength with curing condition is also discussed. Further research is desired to enlight the relationship between strength and heat of hydration of high strength concrete.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1996년도 봄 학술발표회 논문집
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• pp.95-100
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• 1996

This paper presents the experimental study on hardening process of high-strength and high-flowable concrete. The experiments were performed to investigate any unfavorable construction situations since the actual concrete placement has been scheduled in cold weather period, so that the high quality concrete construction is convinced to be successfully carried out. The tests were conducted using 600nm and 1000nm height of steel tube to simulate the practical concrete filled steel tube columns according to the following variables as: the categories of chemical admixtures, curing temperatures and curing schemes. The test results were analyzed in terms of hardening speed, internal heat of hydration and history of strength gain. This paper emphasizes the importance of curing schemes on durability and the use of hardening accelerators on strength gain.

• 한국공간구조학회논문집
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• 제15권2호
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• pp.69-77
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• 2015

Ultra High Performance Fiber Reinforced Concrete (UHPFRC) has a outstanding tensile hardening behaviour after a crack develops, which gives ductility to structures. Existing shear strength model for fiber reinforced concrete is entirely based on crack opening behavior(mode I) which comes from flexural-shear failure, not considering shear-slip behavior(mode II). To find out the mode I and mode II behavior on a crack in UHPFRC simultaneously, maximum shear strength of cracked UHPFRC is investigated from twenty-four push-off test results. The shear stress on a crack is derived as variable of initial crack width and fiber volume ratio. Test results show that shear slippage is proportional to crack opening, which leads to relationship between shear transfer strength and crack width. Based on the test results a hypothesis is proposed for the physical mechanics of shear transfer in UHPFRC by tensile hardening behavior in stead of aggregate interlocking in reinforced concrete. Shear transfer strength based on tensile hardening behavior in UHPFRC is suggested and this suggestion was verified by comparing direct tensile test results and push-off test results.

• 한국건설순환자원학회논문집
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• 제3권4호
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• pp.355-365
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• 2015

본 연구에서는 친환경 무기질 고화재를 사용하여 무시멘트 황토모르타르의 유동성과 강도특성 및 내수성과 동결융해 등의 내구 특성을 검토하였다. 실험결과 황토모르타르의 재령 28일 압축 및 휨강도는 마사토와 황토 혼합비율에 관계없이 고화재 치환율이 증가할수록 증가하였고, 고화재 치환율에 관계없이 재령 14일까지의 강도증진효과는 크게 나타났으나 재령 14일 이후 강도증진 효과는 상대적으로 낮아 황토모르타르의 강도발현은 일반 콘크리트의 강도발현보다 빠른 것으로 나타났다. 또한, 고화재 10% 사용 시 평균 휨강도는 1.7MPa로 포장용 콘크리트의 재령 28일 휨강도 4.5MPa 이상을 만족시키지 못하였으나, 고화재 20%에서 약 4.0MPa, 고화재 30%에서 5.3MPa로 근접하거나 높게 나타나, 황토모르타르를 포장용 도로에 적용시 고화재 사용량은 최소 20% 이상 되어야 할 것으로 판단된다. 내수성 실험결과 흡수 건조의 반복은 황토의 혼합비율에 관계없이 질량을 감소시켰으며, 최대길이변화율은 황토 혼합비율과 고화재 치환율이 증가할수록 감소하는 것으로 나타났다. 동결융해 저항성 실험결과 동결융해 300 사이클에서 상대동탄성계수는 고화재 20%에서 75%, 고화재 30%에서 79%로 나타나, 황토모르타르의 상대동탄성계수 60% 이상을 만족시키기 위한 고화재 사용량은 20% 이상이 필요한 것으로 나타났다.

• 소성∙가공
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• 제14권6호
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• pp.496-501
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• 2005

Precipitates, present in most commercial alloys, can have a strong influence on strength and hardening behavior of a single crystal. The effect of thin precipitates on the anisotropy of initial slip resistance and hardening behavior of crystals is modeled in this article. For the convenience of the computational derivation and implementation, the material formulation is given in the unrelated intermediate configuration mapped by the plastic part of the deformation gradient. Material descriptions for the considered two phased aggregates consisting in lattice hardening as well as isotropic hardening and kinematic hardening are suggested. Numerical simulations of various loading cases are presented to discuss and assess the performance of the suggested model. From the results of the numerical simulation, it is found that the suggested model represents the initial plastic anisotropy at least qualitatively well and that it has an improved representation of various characteristic hardening behaviors in comparison with conventional hardening descriptions where the precipitate structure is not reflected.

• 한국산업융합학회 논문집
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• 제10권4호
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• pp.207-211
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• 2007

The durable lifetime of RC structures is shortened by various reasons, which are the generation of cracks in construction and service term, the exterior deterioration according to climatic condition, the surface damage due to chloride attack and the corrosion of reinforced bars. The durability of concrete structures is nevertheless able to be increased by the method and the material of reinforcement and repair. The epoxy resin is widely used for reinforment and repair of concrete because of the superiority in mechanical property, adhesive property, abrasion resistance, impact resistance and chemical resistance. The epoxy cement mortar with hardening agent has a lot of disadvantages that are troublesome mixing work, weakened weatherability and high cost for hardening agent. In this study, the mix proportion of mortar is presented just only with epoxy resin and some admixtures, and the test result of mortar without hardening agent shows the higher strength than the mortar with hardening agent. In the mix proportion, the weight of epoxy resin must be less than 15% of the unit weight of cement, and 10% of unit weight of cement is adequate for the weight of admixtures.

• 한국안전학회지
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• 제23권1호
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• pp.12-17
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• 2008

The earn shaft is very important for the safety of automobiles. The earn shaft needs a surface hardening process by high frequency induction to have both strength and toughness. It is required for safety of automobile to consider how the characteristics of tensile strength and toughness are changed according to the condition of surface hardness. In this study, we prepared surface hardened SM53C which is used as cam shaft materials. We examined the tensile strengths according to the depth of surface hardening and the effect of tempering. We also investigated the fracture toughnesses according to the depth of surface hardening(1mm, 2mm).

• 한국농공학회:학술대회논문집
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• 한국농공학회 2001년도 학술발표회 발표논문집
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• pp.115-118
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• 2001

The effects of polymer-cement ratio and shrinkage-reducing agent content on the strength properties of ultrarapid-hardening polymer-modified mortars using redispersible polymer powder are examined. As a result, the flexural and tensile strengths of the ultrarapid-hardening polymer-modified mortars using redispersible polymer powder tend to increase with increasing polymer-cement ratio, and tend to decrease with increasing shrinkage-reducing agent content. However, the compressive strength of the ultrarapid-hardening polymer-modified mortars using redispersible polymer powder decrease with increasing polymer-cement ratio and shrinkage-reducing agent content.