간행물
한국구조물진단유지관리공학회 논문집 KCI 등재 Journal of The Korea Institute for Structural Maintenance and Inspection
- 발행기관 한국구조물진단유지관리공학회
- 자료유형 학술지
- 간기 격월간
- ISSN 2234-6937 (Print)2287-6979 (Online)
- 수록기간 1997 ~ 2020
- 주제분류 공학 > 안전공학 공학 분류의 다른 간행물
- 십진분류KDC 531DDC 624
권호리스트/논문검색
Vol.21. No.1 (2017년 1월) 166건
121.
2017.01
서비스 종료(열람 제한)
In this study, To evaluate the durability of concrete by freezing-thawing, relative dynamic modulus of elasticity and surface roughness were measured. The results showed that the surface roughness can be used to understand the damage tendency of freezing-thawing and the durability of concrete.
122.
2017.01
서비스 종료(열람 제한)
The chloride penetration characteristics of concrete exposed to the marine environment were evaluated by chloride migration coefficient and the surface chloride content, and characteristics of the marine environment such as spray zone and tidal zone are considered. 요
123.
2017.01
서비스 종료(열람 제한)
Characteristics of bond strength between AR-glass textile and fine concrete was performed through pull-out test with various transverse reinforced methods as number of lateral reinforced textile and transverse development length. In the both case of change in reinforcing method, bond strength was increased sharply in the first case.
124.
2017.01
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In this study, corrosion potentials were evaluated according to the composition ratio of Zn-Al alloy. Alloys were fabricated according to the composition ratio of Zn-Al. The corrosion potential was measured according to ASTM B 627-84. As a result of the study, the measured value of corrosion potential tended to increase with increasing composition ratio of Al.
125.
2017.01
서비스 종료(열람 제한)
Concrete structures built by 3D printing technology is formed as the several concrete layers. Thus, 3D printing technology for concrete structure could have less strength than the design. In this study, fracture energy (fracture toughness) tests for layered concrete in various condition was performed. depending on required time for stacking new layer. Based on the results of performed tests, it was found that fracture energy was decreased due to increased non-bonded time.
126.
2017.01
서비스 종료(열람 제한)
The maximum bond strength of PCS-coated rebar with ultra high-early strength cement and EVA at polymer-cement ratio of 80%, curing ages of 7-day, and coating thickness of 100㎛ is about 1.32 and 1.38 times respectively, the strength of uncoated rebar and epoxy-coated rebar. It is also high bond strength at coating thicknesses of 75㎛ and 100㎛ compared with 150㎛ and 250㎛. It is apparent in this study that the coating thickness is very important factors to improve the bond strength of PCS-coated rebar to cement concrete.
127.
2017.01
서비스 종료(열람 제한)
The purpose of this study is to understand the rheological characteristics analysis method for the development of reference materials for cement paste considering the required performance of standard materials including particles.
128.
2017.01
서비스 종료(열람 제한)
This paper investigates the strength properties of ground granulated blast furnace slag(GGBFS) with magnesium sulfate(MgSO4). GGBFS was replaced with 1, 2, 3, 4, and 5% MgSO4 by weight. Mixtures of sodium hydroxide(NaOH) and sodium silicate(Na2SiO3) were used as the alkaline activator; a mixture of 5% NaOH and 5% Na2SiO3, and a mixture of 10% NaOH and 10% Na2SiO3 by slag weight. The added activators were dissolved in the water, and the weight ratio of water to slag was 0.45. This study was performed using compressive strength testing, ultrasonic pulse velocity(UPV), water absorption and X-ray diffraction(XRD). In this study, the strength of hardened samples decreases with increasing MgSO4 content. In addition, the water absorption of samples increases and UPV decreases, with the increase of MgSO4 content. Brucite, gypsum and M-S-H(magnesium silicate hydrate) are present in the XRD patterns of the hardened samples.
129.
2017.01
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This study investigated the SMA effect of high intelligent concrete using the micro plus macro fibers (Nylon, Polypropylene) and SMA under heating actuated by SMA wires. The PP1 specimen the most excellent capacity, ductility among the tested RCB.
130.
2017.01
서비스 종료(열람 제한)
This study examined the effect of outside temperature on the properties of high-strength concrete to determine conditions for four-season construction. With 20 ℃ as the reference temperature, 20, 30, and 40 ℃ were set as hot weather conditions, and 5, -10, and –20 ℃ as cold weather conditions. Properties as the effect of outside temperature on compressive strength of high-strength concrete was studied.
131.
2017.01
서비스 종료(열람 제한)
In this paper, the sulfate resistance of concrete substituted the crushed heavy weight waste glass as fine aggregate are compared and evaluated. From the results, when heavy weight waste glass substituted ratio increase, the reduction rate of compressive strength is decreased. So, the sulfate resistance is improved by using heavy weight waste glass in concrete.
132.
2017.01
서비스 종료(열람 제한)
In the work, HPC (High Performance Concrete) samples are prepared with 3 levels of W/B (water to binder) ratios of 0.37, 0.42, and 0.27 and 3 levels of replacement ratios of 0%, 30% and 50%. Several tests containing chloride diffusion coefficient, passed charge, and compressive strength are performed considering age effect of 28 days and 180 days. Chloride diffusion is more reduced in OPC concrete with lower W/B ratio, and GGBFS concrete with 50% replacement ratio shows significant reduction of chloride diffusion in higher W/B ratio. At the age of 28 days, GGBFS concrete with 50% replacement ratio shows more rapid reduction of chloride diffusion than strength development, which reveals that abundant GGBFS replacement has effective resistance to chloride penetration even in the early-aged condition.
133.
2017.01
서비스 종료(열람 제한)
This paper presents evaluation of diffusion coefficient, passed charge, and compressive strength considering 3 substitution ratios of fly ash(0%, 30%, and 50%) and 3 different W/B ratios(37%, 42%, and 47%). Also, the relationships among diffusion coefficient, passed charge, and compressive strength are investigated focusing on the results at 28 days and 180 days. With increasing replacement ratio of FA and decreasing W/B, the resistances to chlorides(diffusion coefficient and passed charge) are improved. At 28 days and 180 days, linear relationship are observed between strength and resistance to chloride on the whole.
134.
2017.01
서비스 종료(열람 제한)
In this study, the compressive strength and flexural strength of concrete were evaluated by making 50% and 100% admixture ratio of recycled aggregate and recycled aggregate through nano bubble carbonation modification.
135.
2017.01
서비스 종료(열람 제한)
To ensure the safety of weathering steel structures, it is important to evaluate the time-dependent corrosion behavior. Thus, progress and effect of corrosion damage on weathering steel members should be evaluated, but predicted corrosion depth do not go far enough until now, which is affected by the corrosion environment. In this study, the corrosion resistant of weathering steel was examined to quantifiably investigate and compare the corrosion depth of carbon and weathering steel.
136.
2017.01
서비스 종료(열람 제한)
By analyzing the compressive strength througth field test execution on the shotcrete mixture with 40% blast furnace slag and slurry accelerator, confirmed the suitability as subsea tunnel material. As a result, strength characteristic on the anti-chloride shotcrete is excellent evaluated in terms of compressive strength compared with existing shotcrete.
137.
2017.01
서비스 종료(열람 제한)
This study examined the effects of the embedded auxetic grating structures by design on numerical analysis. Compressive tests were performed and the results showed the effectiveness of auxetic grating structures for the enhancements of stiffness.
138.
2017.01
서비스 종료(열람 제한)
The purpose of this study is to evaluate salt attack durability of the concrete structure which has experienced the fire. Mechanical properties and chloride ion diffusivity of concrete specimens were measured after 2 hours heating at 200℃, 400℃, 600℃, 800℃. FEM analysis was conducted to predict the life expectancy of RC structure using the property values by a series of experiment
139.
2017.01
서비스 종료(열람 제한)
This study was aimed to investigate the effect of aggregate size on the tensile behavior of highly ductile fiber-reinforced cementitious composites. Partial applying 5.6mm coarse aggregate instead of micro silica sand was considered. It was revealed that the fiber-reinforced cementitous composites with 5.6 mm coarse aggregate as well as micro silica sand still showed enough tensile strain capacity more than 5% and limited crack width less than 150 ㎛.
140.
2017.01
서비스 종료(열람 제한)
The spaces under bridge have been used as business zone and yard. The facilities and piles of goods under bridges are considered at high risk for fire danger. In this paper, CFD simulations were conducted to predict the temperature change beneath steel and concrete bridges due to fire in clothing boxes, frequently placed in the space under bridge. Based on these results, the relationship between the piled height of clothing boxes and the clearance of bridge, and temperatures beneath the bridge was derived using a Lagrange interpolation.
