• 한국공간구조학회논문집
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• 제19권2호
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• pp.73-81
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• 2019

The high-temperature properties of mild steels were studied by comparing the test results of Kwon and the yield strength, tangent modulus predicted by the design provisions of ASCE and Eurocode(EC3). The column strengths for steel members at high temperatures were determined by the elastic and inelastic buckling strengths according to elevated temperatures. The material properties at high temperatures should be used in the strength evaluations of high temperature members. The buckling strengths obtained from the AISC, EC3 and approximate formula proposed by Takagi et al. were compared with ones calculated by the material nonlinear analysis using the EC3 material model. The newly simplified formulas for yield stress, tangent modulus, proportional limit and buckling strength which were proposed through a comparative study of the material properties and buckling strengths. The buckling strengths of proposed formulas were approximately equivalent to ones obtained from the formulas of Takagi et al. within 4%. They were corresponded to the lower bound values among the buckling strengths calculated by the design formulas and inelastic buckling analysis.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.203-208
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• 2001

Objectives of this study included design of head and evaluation of the pullout performance of the headed reinforcement that can be used to replace standard hooks in the building exterior beam-column joints. Results of 36 pullout tests are presented. Test variables included reinforcing bar diameters (16-25mm), embedment depth (6-7db), transverse reinforcement, and single-vs.-group pullout behavior. The square head designed had gross area of 4Ab and thickness of db. The headed reinforcement made of Dl6 bars developed pullout strengths close to the bar yield strength, but larger bars developed strengths smaller than the yield strengths. The pullout resistance increased with decreasing spacing of the transverse reinforcement. Use of column ties with 6.0-db spacing improved the pullout performance of the headed bars without causing difficulties in fabricating the specimens. The comparison of the pullout performances between the headed bars and the standard hooks revealed that strengths, stiffnesses, and ductile behaviors are about the same.

• Steel and Composite Structures
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• 제47권4호
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• pp.455-466
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• 2023

To investigate the load bearing capacity of axially preloaded circular hollow section (CHS) stub columns strengthened by carbon fiber reinforced polymer (CFRP), theoretical analysis is carried out. The yield strength and the ultimate strength of a CFRP strengthened preloaded CHS stub column are determined at the yielding of the CHS tube and at the CFRP fracture, respectively. Theoretical models are proposed and corresponding equations for calculating the static strengths, including the yield strength and the ultimate strength, are presented. Through comparison with reported experimental results, the theoretical predictions on the static strengths are proved to be accurate. Through finite element (FE) analyses, parametric studies for 258 models of CFRP strengthened preloaded CHS stub columns are conducted by considering different values of tube diameter, tube thickness, CFRP layer and preloading level. The static strengths of the 258 models predicted from presented equations are proved to be in good agreement with FE simulations when the diameter-to-thickness ratio is less than 90ε². The parametric study indicates that the diameter and the thickness of the steel tube have great effects on CFRP strengthening efficiency, and the recommended ranges of the diameter and the thickness are proposed.

• 펄프종이기술
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• 제33권2호
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• pp.8-16
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• 2001

To manufacture toilet tissue with ONP (old newspaper), the effect of fractionation fiber (R150, R100, R70 mesh) and bleaching(P, PY), blending (70/30) with MOW(mixed office wastepaper) or WL(white ledger) and the addition of softener on the optical and mechanical properties were studied. Considering the pulp yield, brightness and strengths, fibers of R100 mesh fraction were proper to be produced to toilet paper from ONP. This pulp showed the pulp yield of 76.8%, brightness of 50.2% ISO and tensile index of 21.1 Nm/g. By the bleach with P and PY stages, the brightness of the pulps increased up to 60.3% ISO and 61.8% ISO, respectively. When blended with MOW (57.3% ISO) or WL (76.2% ISO), the brightness of the former increased up to 58.5% ISO, the latter up to 63.6% ISO. The strengths of pulp blended with WL were higher than those of fractionated pulp from 100% ONP, however there was no difference in strengths between fractionated pulp and blended pulp wth MOW. While the addition of softener improved the softness of paper, but it decreased strengths of pulp and extended dispersing time in water.

• Journal of the Korean Wood Science and Technology
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• 제37권6호
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• pp.524-530
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• 2009

기둥-보 구조와 경골목구조가 혼합된 공법은 경골목구조가 심벽 또는 평벽 요소로써 구조내력성능의 대부분을 차지하고 있다. 경골목구조의 수평전단내력성능은 면재에 대한 못접합부의 전단성능으로부터 예측할 수 있으며, 못접합부는 못의 휨내력성능을 이용하여 예측할 수 있다. 못접합에 의한 내력벽의 항복내력과 벽체 강성을 예측하기 위한 기초 연구로써 못의 휨내력성능을 이용한 못접합부의 항복내력 및 접합계수(초기강성)를 검토하였다. 못접합부 내력성능 예측에는 각각의 주부재에 대해 일반 지압내력 및 지압강성을 이용하고, 파스너인 나선형 철선못의 휨시험에 의한 휨항복내력성능을 이용하였다. 홈가공부의 지름에 의한 항복내력은 예측 정밀성이 우수하였으나, 접합계수는 낮게 예측되었다. 그 원인으로 주부재에서는 비중의 영향, 측면부재에서는 못머리지름에 의한 인발, 접합부에서는 못머리부의 지압 및 모멘트저항 등이 영향을 끼침을 알 수 있었으며, 이에 대한 차후 검토가 요구된다.

• Nuclear Engineering and Technology
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• 제53권3호
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• pp.911-919
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• 2021

In this paper, the design stress intensity values for the plate-type fuel assembly for research reactor are presented. Through a tensile test, the material properties of the cladding (aluminum alloy 6061) and structural material (aluminum alloy 6061-T6), in this case the yield and ultimate tensile strengths, Young's modulus and the elongation, are measured with the temperatures. The empirical equations of the material properties with respect to the temperature are presented. The cladding undergoes several heat treatments and hardening processes during the fabrication process. Cladding strengths are reduced compared to those of the raw material during annealing. Up to a temperature of 150 ℃, the strengths of the cladding do not significantly decrease due to the dislocations generated from the cold work. However, over 150 ℃, the mechanical strengths begin to decrease, mainly due to recrystallization, dislocation recovery and precipitate growth. Taking into account the uncertainty of the 95% probability and 95% confidence level, the design stress intensities of the cladding and structural materials are established. The presented design stress intensity values become the basis of the stress design criteria for a safety analysis of plate-type fuels.

• Nuclear Engineering and Technology
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• 제52권2호
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• pp.352-359
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• 2020

The effects of hydrogen precipitation on the mechanical properties of Zircaloy-4 and Zirlo alloys were examined with uniaxial tensile tests at room temperature and at 400 ℃ and accompanying microstructural changes in the Zircaloy-4 and Zirlo alloy specimens were discussed. The elastic moduli of Zircaloy-4 and Zirlo alloys decreased with increasing hydrogen concentrations. Yield strengths of both materials tended to decrease gradually. The reductions of yield stress seems to be caused by the dissipation of yield point phenomena shown in stress-strain curves. Ultimate tensile strengths (UTS) of Zircaloy-4 and Zirlo slightly increased at low hydrogen contents, and then decreased when the concentrations exceeded 500 and 700 wppm, respectively. Uniform elongations were stable until 600 wppm and drops to 0% around 1400 wppm at room temperature.

• Korea-Australia Rheology Journal
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• 제18권2호
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• pp.103-107
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• 2006

Organic-inorganic composite of polyaniline and barium titanate (PANI-$BaTiO_3$) was synthesized via an in-situ oxidation polymerization of aniline in the presence of barium titanate ($BaTiO_3$) nanoparticles dispersed in an acidic medium. Barium titanate has large electric resistance and relatively high dielectric constant which is one of the essential properties for its electrorheological (ER) applications. The microstructure and composition of the obtained PANI/$BaTiO_3$ composite were characterized by SEM, FT-IR and XRD. In addition, we also employed a rotational rheometer to investigate the rheological performance of the ER fluids based on both pure PANI particle and PANI/$BaTiO_3$ composite. It was found that the composite materials possess much higher yield stresses than the pristine PANI due to unique dielectric properties of the inorganic $BaTiO_3$ particles. Finally, we also examined dynamic yield stress by analyzing its extrapolated yield stress data as a function of electric field strengths. Using the critical electric field strengths deduced, we further found that the universal yield stress equation collapses their data onto a single curve.

• 한국지반공학회논문집
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• 제35권12호
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• pp.91-100
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• 2019

수평하중에 대한 휨강성을 증대시키기 위해 얇은 두께의 강관 내부에 PHC말뚝을 합성한 중공형 콘크리트 충전강관(HCFT)말뚝을 개발하였고, HCFT말뚝의 현장 적용 시 말뚝의 구조안전성 평가에 필요한 한계상태에서 P-M 상관도를 작도할 수 있는 산정식을 제안하였다. HCFT말뚝을 구성하는 강관과 PC강봉에 대한 강도 값으로 항복응력을 적용할 경우 제안식은 HCFT말뚝의 극한휨내력을 큰 폭으로 과소평가하였고, 축력이 작용하지 않을 때 휨강도시험결과와 달리 HCFT말뚝보다 직경이 동일하고 두께가 12mm인 강관말뚝의 극한휨내력을 더 크게 산정하였다. 그러나 HCFT말뚝을 구성하는 강관과 PC강봉에 대해 항복강도인 f_y 대신 극한강도인 f_u를 사용하면 제안식은 휨강도시험 측정결과에 매우 근접한 극한휨내력을 제공하는 것으로 나타났다.

• 비파괴검사학회지
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• 제28권2호
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• pp.125-130
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• 2008

레이저 용접부의 국소 잔류응력을 측정하기 위한 비파괴 기법으로 구형압입시험이 제안되었다. 용접상태 절단휠의 구형압입시험으로 얻어진 겉보기 항복강도와 절단횔 용접부에 대한 응력완화 열처리 이후 동등한 위치에서 구한 고유 항복강도를 정량적으로 비교하였다. 고유항복강도가 탄성한도 내의 잔류응력에 의해서 변화하지 않는다고 고려하면 용융선으로부터 거리에 따른 두 항복강도의 차이가 용접잔류응력의 분포로 나타난다. 레이저 용접된 다이아몬드 절단휠의 구형압입시험으로부터 약 10 mm 폭에 걸친 잔류응력의 분포를 확인하였으며, 잔류응력은 쌩크와 절단팁 내에서 각각 최대 압축 및 인장 잔류응력치를 나타내었다.