• 콘크리트학회논문집
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• 제27권4호
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• pp.387-397
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• 2015

본 연구에서는 시공성 향상을 위해 데크플레이트와 비정질강섬유 콘크리트를 적용하여 현장 무배근 슬래브 시스템을 연구하였다. 제안한 슬래브에서는 온도철근을 강섬유로 대체하였다. 본 연구는 연속슬래브에서 상부 철근이 연속되지 않는 경우 슬래브의 상부 균열 제어를 주로 고려하였다. 실험변수로 비정질강섬유 혼입량, 강섬유 종류, 데크플레이트 종류, 연속구간의 철근 이음을 고려하였으며, 수직하중을 받는 2경간 슬래브를 실험하였다. 슬래브의 균열저항성능을 평가하기 위하여 연속슬래브의 하중에 따른 균열폭을 계측하였다. 실험결과, 상부 이음철근을 사용하지 않더라도 합성슬래브의 높은 휨강성으로 인하여 균열을 억제할 수 있는 것으로 나타났다.

• Corrosion Science and Technology
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• 제3권1호
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• pp.14-19
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• 2004

Crack growth rate and threshold stress intensity factor for stress corrosion cracking(SCC), $K_{ISCC}$ were measured for type 403 stainless steel in 3,5% NaCl solution at room temperature and SCC was monitored by electrochemical noise technique during $K_{ISCC}$ testing. In rising load test, pits were formed at the tip of pre-crack for the pre-cracked compact tension specimen unlike in smooth round specimen in which only unstable pits were observed and hence immune to SCC. Micro-cracks were found to initiate from the pits in the former specimen, and initiation of micro-crack as well as macro-crack was detected by electrochemical noise technique in rising load $K_{ISCC}$ tests. Crack growth rate increased with increasing either displacement rate or stress intensity factor at crack initiation and was higher in rising load $K_{ISCC}$ test compared to constant load $K_{ISCC}$ test at given stress intensities.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.276-279
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• 2004

Concrete is one of the principal materials for the structure and it is widely used all over the world. but it shows extremely brittle failure under bending and tensile load. Recently to improve such a poor property. High Performance Fiber Reinforced Cementitious Composites (HPFRCC) have been developed. and it are defined by an ultimate strength higher than their first cracking strength and the formation of multiple cracking during the inelastic deformation process. This study is to develop the hybrid HPFRCC with high ductility and strain capacity in bending and tensile load. and the three-point bending test on hybrid HPRFCC reinforced with micro and macro fibers is carried out in this paper. As the results of the bending tests. hybrid HPFRCCs reinforced with PVA40+SF and PVA100+PVA660 showed the high ultimate bending stress, multiple cracks and displacement hardening under bending load.

• Nuclear Engineering and Technology
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• 제40권3호
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• pp.225-232
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• 2008

To understand the effect of the cyclic strain rate on the environmentally assisted cracking behaviors of SA508 Gr.1a low alloy steel in deoxygenated water at $310^{\circ}C$, the fatigue surface and a sectioned area of specimens were observed after low cycle fatigue tests. On the fatigue surface of the specimen tested at a strain rate of 0.008 %/s, unclear ductile striations and a blunt crack tip were observed. Therefore, metal dissolution could be the main cracking mechanism of the material at this strain rate. On the other hand, on the fatigue surfaces of the specimens tested at strain rates of 0.04 and 0.4 %/s, brittle cracks and flat facets, which are evidences of the hydrogen induced cracking, were observed. In addition, a tendency of linkage between the main crack and the micro-cracks was observed on the sectioned area. Therefore, at higher strain rates, the main cracking mechanism could be hydrogen induced cracking. Additionally, evidence of the dissolved MnS inclusions was observed on the fatigue surface from energy dispersive x-ray spectrometer analyses. Thus, despite the low sulfur content of the test material, the sulfides seem to contribute to environmentally assisted cracking of SA508 Gr.1a low alloy steel in deoxygenated water at $310^{\circ}C$.

• 원예과학기술지
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• 제30권1호
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• pp.1-5
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• 2012

본 연구는 복숭아 '진미'의 미세균열 발생원인을 구명하기 위하여 시기별로 외과피 조직의 발달양상을 관찰하였으며, 수확기에는 '가납암백도', '천중도백도', '유명'과 외과피 조직의 차이를 비교하였다. 미세균열 발생은 '진미'에서 59.1%로 가장 높았고, '가납암백도' 30.6%, '천중도백도' 21.5%, '유명' 6.4%의 순이었다. '진미'는 만개 후 69일부터 외표피 바로 아래에서 공동화 현상이 쉽게 관찰되었으며, 생육이 진전될수록 공동화 현상이 확대되었다. 또한 수확기에 '진미' 품종은 외과피 층의 수가 다른 품종들에 비하여 적었으며, '천중도백도'와 '유명'에 비하여 외과피층의 두께가 얇고, 아표피 세포들의 크기가 작으며, 모양이 납작하였다. 따라서 복숭아 '진미'의 미세균열은 다른 품종에 비해서 외표피층의 발달 불량과 외과피 바로 아래 부분의 공동화 현상 발달에 기인한 것으로 판단되었다.

• Computers and Concrete
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• 제1권4호
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• pp.371-388
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• 2004

Our objective is to model static multi-cracking processes in concrete. The explicit dynamic relaxation (DR) method, which gives the solutions of non-linear static problems on the basis of the steady-state conditions of a critically damped explicit transient solution, is chosen to deal with the high geometric and material non-linearities stemming from such a complex fracture problem. One of the common difficulties of the DR method is its slow convergence rate when non-monotonic spectral response is involved. A modified concept that is distinct from the standard DR method is introduced to tackle this problem. The methodology is validated against the stable three point bending test on notched concrete beams of different sizes. The simulations accurately predict the experimental load-displacement curves. The size effect is caught naturally as a result of the calculation. Micro-cracking and non-uniform crack propagation across the fracture surface also come out directly from the 3D simulations.

• Advances in aircraft and spacecraft science
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• 제11권1호
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• pp.1-21
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• 2024

The stiffness reduction of cross-ply composite laminates featuring a transverse cracking and delamination within the mid-layer is predicted through utilization of a modified shear-lag model, incorporating a stress perturbation function. Good agreement is obtained by comparing the prediction models and experimental data. The material characteristics of the composite are affected by fluctuations in temperature and transient moisture concentration distribution in desorption case, based on a micro-mechanical model of laminates. The transient and non-uniform moisture concentration distribution induces a stiffness reduction. The obtained results demonstrate the stiffness degradation dependence on factors such as cracks density, thickness ratio and environmental conditions. The present study underscores the significance of comprehending the degradation of material properties in the failure progression of laminates, particularly in instances of extensive delamination growth.

• Journal of Advanced Marine Engineering and Technology
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• 제9권4호
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• pp.328-338
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• 1985

When the low temperature service steels are used as materials for welded structure, some problems-brittleness and weld cracking, etc.-occur in welded part due to the change of mechanical and metallurgical characteristics resulted from the thermal cycle during the welding procedure. In this study, the experiments were conducted to investigate the change of mechanical and metallurgical characteristics of the welded part for the low temperature and high pressure service steels. Moreover, the Static and Dynamic Implant Test Method was introduced to this study in order to find out the mechnism of weld cracking. In addition, the fracture toughnesses of welded bond were inspected under the various low temperature environments. Main results obtained are as follows; 1) The effect of the hydrogen on the fatigue characteristics of the weld bond can be estimated by the new self-contrived Dynamic Implant Test equipment. 2) The fine micro-structure and low hardness in the heat affected zone can be obtained by the small heat input multi-pass welding. 3) The susceptibility of the delayed cracking is largely affected by the condition of used electrode. 4) The transition temperature of the fracture surface in weld bond appears to be higher 20 .deg. C than that in base metal.

• Computers and Concrete
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• 제15권4호
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• pp.485-501
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• 2015

Cooling by the flow of water through an embedded cooling pipe has become a common and effective artificial thermal control measure for massive concrete structures. However, an extreme thermal gradient induces significant thermal stress, resulting in thermal cracking. Using a mesoscopic finite-element (FE) mesh, three-phase composites of concrete namely aggregate, mortar matrix and interfacial transition zone (ITZ) are modeled. An equivalent probabilistic model is presented for failure study of concrete by assuming that the material properties conform to the Weibull distribution law. Meanwhile, the correlation coefficient introduced by the statistical method is incorporated into the Weibull distribution formula. Subsequently, a series of numerical analyses are used for investigating the influence of the correlation coefficient on tensile strength and the failure process of concrete based on the equivalent probabilistic model. Finally, as an engineering application, damage and failure behavior of concrete cracks induced by a water-cooling pipe are analyzed in-depth by the presented model. Results show that the random distribution of concrete mechanical parameters and the temperature gradient near water-cooling pipe have a significant influence on the pattern and failure progress of temperature-induced micro-cracking in concrete.

• 원예과학기술지
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• 제28권3호
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• pp.381-386
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• 2010

과립 비대기 동안의 괘대시기가 '거봉' 포도의 열과에 미치는 영향을 구명하기 위하여 포도 과립의 생육 및 과피의 특성 변화를 조사하였다. 포도 과립중은 만개후 7-9주간 괘대한 후기 처리구에서 13.4g으로 가장 높았으며, 전기간 괘대구가 12.3g으로 가장 낮았다. 한계팽압에서 포도 과립의 열과율이 무대구에서 53.3% 이상 발생하여 가장 높았던 반면, 처리구에서는 전기간 괘대구(42.7%), 초기 괘대구(37.3%), 중기 괘대구(33.3%), 후기 괘대구(18.7%)의 순으로 열과가 경감되었다. 과피의 조직학적 특성을 관찰한 결과, 무대 처리에 비해 괘대 처리구에서 과피 표면의 과점의 크기가 작았으며 형태가 건전하였다. 특히 후기 괘대구에서는 기공 주변이 코르크화와 미세균열이 관찰되지 않았으며, 과피의 아표피층과 세포벽의 두께가 증가하여 과피가 구조적으로 강화되었다. 따라서 상대적으로 일조시간이 길고 광도가 높은 변색기 직전에 2주간 괘대처리가 '거봉' 포도의 과피 구조를 강화시켜 열과 겸감에 효과적임을 확인할 수 있었다.