• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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• pp.579-584
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• 1999

In evaluating the ultimate strength of a section for a concrete flexural member, the effect of member length is not usually considered, even though the strength tends to decrease with increase of member length. In this paper the influence of specimen length on flexural compressive strength of concrete was evaluated. For this purpose, a series of C-shaped specimens subjected to axial compression and bending moment were tested using four different length-to-depth ratios(from 1, 2, 3 and 4) of specimens with compressive strength of 58 MPa. Results indicate that the reduction in flexural compressive strength with increase of length-to-width ratios was apparent. A model equation was derived using regression analyses on the experimental data. It was also founded that the effect of specimen length on ultimate strain was negligible, but its effect of the ultimate load and the displacement at center of specimen was distinct. Finally more general model equation is also suggested.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회 논문집(I)
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• pp.371-376
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• 1998

In this study, the size effect of concrete members subjected to the axial load and bending moment is investigated using a series of C-shaped specimens of which test procedure is similar to those of Hognestad, Hanson, and McHenry's. Main test variable is a size ratio of the specimens(1:1/2:1/4) at the concrete compressive strength of 500kg/㎠. Test results show that the flexural compression strength at failure decreases as the size of specimen increases, that is, the size effect law is present. Model equation is derived using regression analyses with experimental data and it is compared with formulas for compressive strength of cylinders and shear strength of beams without stirrups. Size effects is distinct th following sequence; shear strength of beams without stirrups, compressive strength of C-shaped specimens, compressive strength of cylinders.

• 한국농공학회논문집
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• 제50권5호
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• pp.29-37
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• 2008

Stress-strain relation and stress block parameters of polymer concrete flexural compression members were experimentally investigated. For these purposes, a series of C-shaped polymer concrete specimens subjected to axial compressive load was tested. Based on the test results, we proposed an equation by which the stress-strain relation of polymer concrete can be predicted. In this model, we took account the slope of descending branch beyond the peak stress point of single curve. The proposed equation was numerically integrated to compute the rectangular stress block parameters. Computed ${\beta}_1$ was greater than the values prescribed in ACI 318 Code for cement concrete, and $\gamma$ was about 0.85 that is similar to the value regulated in the ACI.

• 한국세라믹학회지
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• 제50권6호
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• pp.378-383
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• 2013

Continuous fiber-reinforced ceramic matrix composites (CFCCs) have a complex distribution of porosity, consisting of interfiber micro pores and interbundle/interply macro pores. Owing to the complex geometry of the pores and fiber architecture, it is difficult to obtain representative microstructural features throughout the specimen volume with conventional, destructive ceramographic approaches. In this study, we introduce X-ray computed microtomography (X-ray ${\mu}CT$) to nondestructively analyze the microstructures of disk shaped and tubular $SiC_f$/SiC composites fabricated by the chemical vapor infiltration (CVI) method. The disk specimen made by stacking plain-woven SiC fabrics exhibited periodic, large fluctuation of porosity in the stacking direction but much less variation of porosity perpendicular to the fabric planes. The X-ray ${\mu}CT$ evaluation of the microstructure was also effectively utilized to improve the fabrication process of the triple-layered tubular SiC composite.

• 한국세라믹학회지
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• 제41권7호
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• pp.513-517
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• 2004

기공크기와 형태를 제어하여 열전도도 이방성을 나타내기 위해 판상의 기공이 배향된 다공질 알루미나 소결체의 제조방법을 연구하였다. 속이 가스로 차있는 열가소성 고분자 microsphere를 알루미나 분말과 혼합한 후 일축 가압 열변형 방법을 이용하여 15 MPa의 압력으로 가압한 상태에서 20$0^{\circ}C$까지 승온하여 microsphere를 판상으로 변형시킨 후, 1,00$0^{\circ}C$에서 1시간동안 소결하였다. Microsphere의 함량이 10wt%인 경우 45.3%의 기공율을 나타내었으며, 44 MPa의 꺾임강도 값을 나타내었다. 미세구조를 살펴본 결과 판상기공이 압축방향과 수직방향으로 배향되었으며, 열전도도를 측정한 결과 압축방향으로 3.803 W/mK, 측면방향으로는 7.818 W/mK로서 두 값의 비는 2 이상이었다.

• 한국세라믹학회지
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• 제35권7호
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• pp.749-756
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• 1998

TiC-Ni and TiC-Ni-Mo cermet powders were produced by Self-propagating High temperature Synthesis (SHS) process. The cooling rate of synthesized powders were controlled by using the V-shaped copper jig and the carbide size decreased with increasing the cooling rate I. e decreasing the width of copper jig Round shape carbide particles were produced after SHS reaction in TiC-Ni as well as TiC-Ni-Mo powders. Local segregation of Mo rich phases was observed in SHS powder of TiC-Ni-Mo and the uneven dis-triobution of Mo promoted the faster growth rate of carbide particles during sintering compared to the same composition specimen with commercial TiC powder. Howogeneous microstructure of TiC-Ni-Mo cermet was obtained when the elemental Mo powder was mixed with the SHS powder of TiC-Ni.

• Architectural research
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• 제2권1호
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• pp.55-60
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• 2000

Recently, there is a great demand for precast reinforced concrete (RC) construction methods on the purpose of simplicity in construction. Nishimatsu Construction Company has developed a construction method with precast reinforced concrete members in medium-rise building. In this construction method, how to joint precast members, especially the anchorage of the main bar of beam, is important problem. In this study, the structural performance of exterior joints with precast members was investigated. The parameters of the test specimens are anchorage type of the main bar of beam (U-shape anchorage or anchorage plate) and the ratio of the column axial force to the column strength. Specimens J-3 and J-4 used U-shape anchorage and the ratio of the column axial force of specimen J-4 was higher. On the other hand, specimens J-5 and J-6 used anchorage plate, and the anchorage lengths are 15d and 18d, respectively. Experimental results are summarized as follows; 1) For the joints with beam flexural failure mode, it was found that the maximum strength of specimen with anchorage plate is equal to or larger than that of specimen with conventional U-shaped anchorage if the anchorage length of more than 15d would be ensured, 2) Each specimen shows stable hysteretic curves and there were no notable effects on the hysteretic characteristics and the maximum strength caused by the anchorage method of beam main bar and the difference of column axial stress level.

• 한국건축시공학회지
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• 제24권3호
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• pp.331-341
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• 2024

본 연구에서는 구조용 집성재 보의 휨강도 및 연성능력을 보완하고자 강재-목재 합성보의 휨성능을 평가하였다. 실험체는 구조용 집성재 보 1식과 강재-목재 합성보 2식으로 구성하였다. 강재-목재 합성보는 부착 방법에 따라 액상형 접착제와 나사못을 사용하여 휨성능을 평가하였다. 실험결과, 강재-목재 합성보는 구조용 집성재 보에 비하여 구조성능이 약 2~3배 높아 휨강도 및 연성능력이 충분히 확보된 것으로 나타났다. 또한, 액상형 접착제를 사용한 경우가 나사못을 적용한 실험체에 비하여 우수한 구조성능을 보여주었다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2000년도 춘계학술대회논문집A
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• pp.206-211
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• 2000

Fatigue test was conducted on a S45C steel using hour-glass shaped smooth tubular specimen under biaxial loading in order to investigate the crack formation and growth at room temperature. Three types of loading system, i.e fully reserved cyclic torsion without a superimposed static tension or compression, fully reserved cyclic torsion with a superimposed static tension and fully reserved cyclic torsion with a superimposed static compression were employed. The test results show that a superimposed static tensile mean stress reduced fatigue lifetime. however a superimposed static compressive mean stress increased fatigue lifetime. Experimental results indicated that cracks were initiated on planes of maximum shear strain with either a superimposed mean stresses or not. A biaxial mean stress had an effect on the direction which cracks nucleated and propagated at stage I (mode II).

• 콘크리트학회지
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• 제11권2호
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• pp.157-165
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• 1999

콘크리트 휨부재의 극한강도를 예측할 떼에는 부재의 크기효과는 고려하지 않는 것이 일반적이다. 그러나 콘크리트는 여러 형태의 하중에 대하여 부재의 크기가 증가함에 따라 강도가 감소하는 크기효과를 항상 나타낸다. 따라서 본 논문에서는 휨압축 부재에 대한 실험을 수행하여 크기효과를 검토하고자 한다. 이를 위하여 축 압축력과 휨모멘트를 동시에 받는 일련의 C형 공시체에 대한 실험을 수행하였다. 공시체의 크기는 3가지 였으며 콘크리트의 압축강도는 528 kg/$cm^2$로 하였다. 실험결과로부터 부재의 크기가 증가함에 따라 파괴시의 휨압축 강도가 감소하는 크기효과가 존재하며, 실린더 공시체의 축압축 강도보다 강도감소 현상이 더욱 분명함을 알 수 있었다. 최종적으로 실험자료에 대한 회귀분석을 수행하여 이를 예측할 수 있는 모델식을 제안하였다.