• Advances in concrete construction
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• 제15권2호
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• pp.85-96
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• 2023

The characteristics of self-compacting concrete (SCC) made with fly ash and reinforced with polyester fibers were investigated in this research. Polyester fibers of 12 mm long and 15 micrometer diameters were utilized in M40 grade SCC mixtures at five different volume fractions 0.025%, 0.05%, 0.075%, 0.1%, 0.3% as a fiber reinforcement. To understand the influence of polyester fibers on passing ability, flowability, segregate resistance the J ring, L box, V funnel, slump flow and U box tests were performed. Polyester fibers have a direct influence, with a maximum of 0.075% polyester fibers producing excellent characteristics. ANN models were constructed using the testing data as inputs to anticipate the fresh and hardened characteristics as targeted outputs. The research revealed that R² values ranging from 0.900 to 0.997 appears to be a good correlation. The performance of ANN models and regression models for predicting the new characteristics of SCC is also evaluated.

• 콘크리트학회논문집
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• 제29권4호
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• pp.353-360
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• 2017

PHC말뚝을 보강한 CFP말뚝의 P-M 상관도를 통한 휨 모멘트 예측과 휨 실험 결과를 통해 P-M 계산법의 타당성과 CFP말뚝의 휨 성능을 평가한 실험 연구이다. 시험체는 PHC말뚝과 링형 합성 전단연결재 그리고 속채움 콘크리트를 기본으로 한 CFP말뚝과 1차 보강(말뚝 보강철근 H13-8ea), 2차 보강(내부 보강철근 H19-8ea)으로 제작된 시험체의 휨 실험 결과 CFP-N-N 시험체 대비 최고 하중이 46.4%, 103.9% 증대되었으며, 보강 철근량에 따른 연성능력 증대가 이루어졌다. 또한 CFP말뚝 설계법의 극한한계상태 예측값과 실험 결과값을 비교해 볼 때, 각 보강 단계별 1.23, 1.40배의 안전율을 확보하여 본 연구에서 제시한 설계법이 합리적인 것으로 판단된다.

• 콘크리트학회논문집
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• 제29권3호
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• pp.259-266
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• 2017

본 연구는 PHC말뚝의 단점인 전단력을 보강한 기능성말뚝을 개발하여 보다 경제적이고 합리적인 말뚝의 현장 적용에 기여하고자 하였다. 본 연구를 통해 개발된 CFP말뚝은 링형 합성 전단연결재를 배치하고 PHC말뚝 중공부에 콘크리트를 속채움함으로써 말뚝의 전단성능을 증대시키고, PHC말뚝 내 보강철근(H13-8ea)과 말뚝 중공부의 보강철근(H19-8ea)을 배치하여 횡보강철근비 증대에 따른 전단강도를 향상시켰다. 또한, 속채움 콘크리트와 PHC말뚝의 합성거동을 위해 말뚝 보강철근의 정착 홀이 형성된 합성 전단연결재를 배치하여 보강철근의 다월력을 말뚝의 전단강도 증진에 효과적으로 반영시켰다. CFP말뚝의 전단설계와 성능을 검증하고자 도로교설계기준의 한계상태설계법(2012)을 적용한 전단강도를 산출하였고, 말뚝 시험규정인 KS F 4306에서 제시한 실험방법을 통해 결과값을 비교 검토하였다. CFP말뚝의 단면별 설계전단강도와 실험결과 각 시험체는 설계전단강도 대비 평균 2.20, 2.15, 2.05의 안전율을 확보하는 것으로 나타나 효과적인 전단강도 예측이 가능할 것으로 생각된다.

• 대한조선학회지
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• 제8권1호
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• pp.53-66
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• 1971

The effect of reinforced circular hole in a flat plate under general biaxial loading conditions is considered. The reinforcement is achieved by attaching a circular ring of uniform rectangular cross section along the boundary of the hole. This investigation includes a theoretical solution and an experimental conformation. In the theoretical analysis, Gurney's method is used to obtain a solution for the stress distribution and the solution is expressed in a general form, so that it can be applicable to the case of general biaxial loading and general values of Poisson's ratios. In the experimental work a systematic series of photoelastic models, as shown in Fig.5 and Table 1, were analyzed on polariscope. The experimental results were in good agreement with the theoretical ones, as shown in Fig.8 and 9. The conclusions derived are as follows: 1) The theoretical results, given in Eq. $(1){\sim}(5)$, are sufficient in accuracy for the engineering design purpose. 2) The stress concentration factor decreases as the ratio n increases, but not significant beyond n=3. 3) The stress concentration factor increase as the ratio m increases, but not significant below m=0.7.

• Advances in concrete construction
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• 제14권2호
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• pp.139-151
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• 2022

Filling materials poured into precast member joint are subjected to restraint stress by the precast member and joint reinforcement. The induced stress will likely cause cracks at early ages and performance degradation of the entire structure. To prevent these issues and design reasonable joints, it is very important to analyze and evaluate the restrained shrinkage cracks of filling materials at various restraint conditions. In this study, a new time zero-that defines the shrinkage development time of a filling material-is proposed to calculate the accurate amount of shrinkage. The tensile stresses and strengths at different ages were compared through the ring test (AASHTO PP34) to evaluate the crack potential of the restrained filling materials at various restraint conditions. The mixture which contained an expansive additive and a shrinkage reducing agent exhibited high resistance to shrinkage cracking owing to the high-drying shrinkage compensation effect. The high-performance, fiber-reinforced cement composite, and ultra-high-performance, fiber-reinforced cement composite yielded very high resistance to shrinkage and cracking owing to the pull-out property of steel fibers. To this end, multiple nonlinear regression analyses were conducted based on the test results. Accordingly, a modified tensile stress equation that considered both the geometric shape of the specimen and the intrinsic properties of the material is proposed.

• 한국공간구조학회논문집
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• 제23권1호
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• pp.61-68
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• 2023

Buckling Restrained Braces can not only express the strength considered at the time of design, but also reduce the seismic load by energy dissipation according to the plastic behavior after yield deformation of the steel core. The physical characteristics and damping effect may be different according to the buckling prevention method of the steel core by the lateral restraint element. Accordingly, in this study, To compare hysteresis characteristics, Specimen(BRB-C) filled with mortar, specimen(BRB-R) combined with a buckling restraint ring and Specimen(BRB-EP) filled with engineering plastics was fabricated, and a cyclic loading test was performed. As a result of the cyclic loading test, the maximum compressive strength, cumulative energy dissipation and ductility of each test specimen was similar. But in case of the cumulative energy dissipation and ductility, BRB-C filled with the mortar specimen showed the lowest. This is considered to be because the gap between the steel core and the reinforcing material for plastic deformation was not uniformly formed by pouring mortar around the core part.

• Current Optics and Photonics
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• 제8권4호
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• pp.355-365
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• 2024

Wavefront coding (WFC) imaging systems can redistribute the energy of an interference laser spot on an image plane sensor by wavefront phase modulation and reduce the peak intensity, realizing laser protection while maintaining imaging functionality by leveraging algorithmic post-processing. In this paper, a spiral axicon WFC imaging system is proposed, and the performance for laser protection is investigated by constructing a laser transmission model. An Airy disk on an image plane sensor is refactored into a symmetrical hollow ring by a spiral axicon phase mask, and the maximum intensity can be reduced to lower than 1% and single-pixel power to 1.2%. The spiral axicon phase mask exhibits strong robustness to the position of the interference laser source and can effectively reduce the risk of sensor damage for an almost arbitrary lase propagation distance. Moreover, we revealed that there is a sensor hazard distance for both conventional and WFC imaging systems where the maximum single-pixel power reaches a peak value under irradiation of a power-fixed laser source. Our findings can offer guidance for the anti-laser reinforcement design of photoelectric imaging systems, thereby enhancing the adaptability of imaging systems in a complex laser environment. The laser blinding-resistant imaging system has potential applications in security monitoring, autonomous driving, and intense-laser-pulse experiments.

• 기술사
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• 제16권1호
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• pp.20-34
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• 1983

A phenomenon in the unplanned urban sprawl of Cheong-ju city has to be rest-rained from disposing and to develop, though progress in urbanization inevitably decreases rural area. So, this thesis aims at reviewing, revising and guiding toward the more effective land use planning practice and zoning mechanism and system of Cheong-ju city. I proposed that land use planning should be had several factors and thereupon that Korean zoning mechanism and system including Building Code should be amended because of inducing human activities in buildings and facilities not to demarcate and plan every one of them. First, the factors of urban planning are a rather diversified approach to it than a unified, supplementation of the applicable difference in time between preparing and appling it, a solid controlling system, a micro and macro planning theory and giving serious consideration for the inertia from the existing land use. Second, the applicable amendments for our zoning mechanism including Eluding Code are as follows; a need of reorganization for Zoning Ordinance appricated to different regulation concerning a scale and peculiarity of a oily, a decision of the different earmarked confinement in area to different zone ana from Zoning Ordinance in City Planning Law, a demarcated facilities and the more detailed land use concerning human activies than the exsisting and entrusting decision on the ways and processes of it to every rural city planning committee, a settlement of zone ana area considering for block-unit and Planned Unit Development(P. U. D.), and a need of security jurisprudence in order to solve the zoning regulation rather in City Planning Law than in Building Code that our zoning regulation and controlling system are depended on. According to these applicable amendments to Cheong-ju city, I proposed the conceptions of Cheong-ju city land use planning are as follows; a reinforcement with one cored pattern of urban land use, a selection of gradual urban sprawl by way of city development and renewal, a strengthening accessibility to the core of the city with Plurizing the system of arterial roads, a choice of priority to conservation at the core of tile city and security of open spaces and parking area at the area of the city, a harmonization between development and conservation at the inner ring area that is situated between the core and periphery reserved area in order to develop in the future, a buffered open space situated at the congested area with heterogenous functions, and a completion of urban open space system. The proposal made here so far is for the hope of the better structure of Cheong-ju city that should be granted to the peculiarity developed with educational, cultural, conservative and self-sufficient city functions.

• 한국벤처창업학회:학술대회논문집
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• 한국벤처창업학회 2007년도 추계학술대회
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• pp.143-174
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• 2007

창업교육의 일환으로 인터넷 창업교육이 공공과 민간영역에서 다양하게 진행되고 있지만 수요자의 다양한 욕구를 충족시키고 창업성공에 이르게 하는 데는 부족함이 있다. 본 연구에서는 인터넷 창업교육의 현황을 고찰해보고 전자상거래지원센터에서 진행중인 인터넷 창업교육 실태조사를 통해 교육생 만족도 및 교육내용에 중요도와 실제 교육반영도 조사를 통해 창업교육 진행상의 문제점과 발전방안을 모색해 보고자 하였다. 연구결과 도출된 시사점은 첫째, 교육생들의 연령, 학력, 교육동기와 창업교육 경험유무에 따라 교육만족도가 다르게 나타나, 이들의 요구에 기반한 다양한 형태의 맞춤식 교육이 요구되었다. 둘째, 현재 진행되고 있는 기술적 요소에 대한 교육과 더불어 창업리더쉽, 사업수행능력 등 인적 요소, 사업추진환경과 사업아이템 등 사업환경적 요소에 대한 교육 보강이 요구되었다. 셋째, 창업후 사후지원과 컨설팅, 수료생 커뮤니티 구축, 수료생간 아이템 연계 지원, 상호네트워킹, 멘토링 등 교육후 관리의 중요성이 부각되었다. 본 논문은 이러한 조사분석을 통해 인터넷 창업의 성공적 지원을 위한 교육진행과 사후 연계체제 구축을 통해 창업교육의 고도화 및 내실화 방안을 모색하였다.

• 콘크리트학회논문집
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• 제22권5호
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• pp.641-650
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• 2010

콘크리트의 수축으로부터 발생하는 구속응력은 균열을 유발하고, 그에 따라 황산염 및 염화이온의 침투로 인한 철근의 부식으로 인해 콘크리트 구조물의 내구성을 저하시킨다. 특히, W/B가 감소할수록 균열 발생 가능성이 크며, 따라서 고강도 콘크리트(HSC), 초고강도 콘크리트(UHSC)의 수축 및 균열 거동의 정확한 이해와 평가가 필요하다. 하지만, 기존의 비구속 수축 실험은 콘크리트의 강도발현, 응력의 이완, 균열강도 및 구속도 등을 고려할 수 없으며, 균열 발생에 영향을 미치는 수축량의 평가에 한계가 있었다. 따라서 이 연구에서는 비구속 수축실험과 구속 수축실험(ring-test)을 통하여 W/B(30, 25, 16%) 및 혼화재에 따른 HSC, UHSC의 수축, 균열 거동을 평가하였다. 실험 결과, 자기수축 및 총 건조수축은 W/B가 클수록, 플라이애쉬(FA) 및 고로슬래그미분말(BFS)의 치환율이 증가할수록 감소하는 것으로 나타났으며, W/B의 증가 및 콘크리트 두께의 증가, FA의 혼입은 균열 발생을 효과적으로 억제하는 것으로 나타났다.