• Steel and Composite Structures
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• 제51권2호
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• pp.153-172
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• 2024

Due to the fast development of constructions in recent years, there has been a rapid consumption of fresh water and river sand. In the production of concrete, alternatives such as sea water and sea sand are available. The near surface mounted (NSM) technique is one of the most important methods of strengthening. Aluminum alloy (AA) bars are non-rusting and suitable for usage with sea water and sand concrete (SSC). The goal of this study was to enhance the shear behaviour of SSC-beams strengthened with NSM AA bars. Twenty-four RC beams were cast from fresh water river sand concrete (FRC) and SSC before being tested in four-point flexure. All beams are the same size and have the same internal reinforcement. The major factors are the concrete type (FRC or SSC), the concrete degree (C25 or C50 with compressive strength = 25 and 50 MPa, respectively), the presence of AA bars for strengthening, the direction of AA bar reinforcement (vertical or diagonal), and the AA bar ratio (0, 0.5, 1, 1.25 and 2 %). The beams' failure mechanism, load-displacement response, ultimate capacity, and ductility were investigated. Maximum load and ductility of C25-FRC-specimens with vertical and diagonal AA bar ratios (1%) were 100,174 % and 140, 205.5 % greater, respectively, than a matching control specimen. The ultimate load and ductility of all SSC-beams were 16-28 % and 11.3-87 % greater, respectively, for different AA bar methods than that of FRC-beams. The ultimate load and ductility of C25-SSC-beams vertically strengthened with AA bar ratios were 66.7-172.7 % and 89.6-267.9 % higher than the unstrengthened beam, respectively. When compared to unstrengthened beams, the ultimate load and ductility of C50-SSC-beams vertically reinforced with AA bar ratios rose by 50-120 % and 45.4-336.1 %, respectively. National code proposed formulae were utilized to determine the theoretical load of tested beams and compared to matching experimental results. The predicted theoretical loads were found to be close to the experimental values.

• 콘크리트학회논문집
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• 제12권1호
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• pp.89-99
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• 2000

The objective of this study is to investigate the bond strength properties of antiwashout underwater concrete. The arrangement of bars (vertical bar, horizontal upper bar, horizontal lower bar), condition of casting and curing (fresh water, sea water), type of fine aggregate (river sand, blended sand(river sand : sea sand = 1:1), and proportioning strength of concrete (210, 240, 270, 300, 330kgf/$\textrm{cm}^2$)are chosen as the experimental parameters. The test results(ultimate bond stress) are compared with bond and development provisions of the ACI Building Code(ACI 318-89) and proposed equations from previous research(which was proposed by Orangun et. al). The experimental results show that ultimate bond stress of antiwashout underwater concrete which arranged bar on the horizontal lower, used the blend sand, and was cast and cured in the fresh water are higher that other conditions. The ultimate bond stress were increased in proportion to {{{{( SQRT {fcu }) }}3 2. From this study, rational analytic formula for the ultimate bond stress are to be from compressive strength of concrete.

• Journal of Welding and Joining
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• 제27권3호
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• pp.52-59
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• 2009

Flash butt welding is applied in many industries. New technology was developed recently for joining billets which called "EBROS (Endless Bar Rolling System)". After reheating billets in furnace, two billets were joined using flash butt welding. The objective of this study was to investigate the effect of alloying elements on mechanical properties of flash butt welded zone of hot rolled steel bar. The tensile properties on welded zone of Fe-Mn steel and Fe-Mn-V steel were dropped as compared with non-welded zone. Fe-Mn-Nb steel was opposed to the former. It was found that the white band at the welded zone had high ferrite volume fraction and large ferrite grain size. The vertical white band between flash butt welded billets was transformed into an arrowhead it of steel bar. According to this band, softening has been appeared. There was a interesting phenomenon with HAZ of Fe-Mn-Nb Steel, 40nm scale of particles were observed and hardness of HAZ was higher than non-welded zone.

• Advances in concrete construction
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• 제9권5호
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• pp.437-448
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• 2020

In high rise buildings that utilize precast large panel system for construction, the shear wall provides strength and stiffness during earthquakes. The performance of a wall panel system depends mainly on the type of connection used to transfer the forces from one wall element to another wall element. This paper presents an experimental investigation on different types of construction detailing of the precast wall to wall vertical connections under reverse cyclic loading. One of the commonly used connections in India to connect wall to wall panel is the loop bar connection. Hence for this study, three types of wet connections and one type of dry connection namely: Staggered loop bar connection, Equally spaced loop bar connection, U-Hook connection, and Channel connection respectively were used to connect the precast walls. One third scale model of the wall was used for this study. The main objective of the experimental work is to evaluate the performance of the wall to wall connections in terms of hysteretic behaviour, ultimate load carrying capacity, energy dissipation capacity, stiffness degradation, ductility, viscous damping ratio, and crack pattern. All the connections exhibited similar load carrying capacity. The U-Hook connection exhibited higher ductility and energy dissipation when compared to the other three connections.

• ETRI Journal
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• 제24권2호
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• pp.109-116
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• 2002

We propose a novel very short (< $300{\mu}m$) vertical directional coupler switch with high extinction ratios larger than 30 dB. The device consists of a switching operation induced section (SOIS), an extinction ratio adjusted section (ERAS), and an extinction ratio enhanced section (ERES). These are achieved by changing the refractive index of one core. The switching operation is induced by changing the refractive index of one core in the SOIS. The improvement of extinction ratios larger than 30 dB for both the cross and bar states is made by controlling the asymmetry of the refractive indices of both cores in the ERES. Through the ERAS, different extinction ratios between the cross and bar states at the end of the SOIS are changed to the same value. For this reason, the optimum asymmetry of the refractive indices of the cores for the maximum extinction ratios and the lengths of ERES are the same for cross and bar states. Design guidelines for high extinction ratios with large tolerances are presented.

• 대한수학회보
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• 제26권2호
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• pp.151-158
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• 1989

Let (H, B, .nu.) be an abstract Wiener space where H is a separable Hilbert space with the inner product <.,.> and the norm vertical bar . vertical bar=.root.<.,.>, which is densely and continuously imbedded into a separable Banach space B with the norm ∥.∥ , and .nu. is a probability measure on the Borel .sigma.-algebra B(B) of B which satisfies (Fig.) where $B^{*}$ is the topological dual of B and (.,.) is the natural dual pairing between B and $B^{*}$. We will regard $B^{*}$.contnd.H.contnd.B in the natural way. Thus we have =(y, x) for all y in $B^{*}$ and x in H. Let $R^{n}$ and C denote the n-dimensional Euclidean space and the complex numbers respectively.ctively.

• Wind and Structures
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• 제35권2호
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• pp.121-130
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• 2022

In this paper, the issue of pitch control in a vertical axis wind turbine was tackled. Programming the Actuator Cylinder model in MATLAB, a theoretical optimum pitch solution was found and then a classic four-bar mechanism was adapted to that theoretical solution to achieve a simple and elegant control of the pitch in the turbine. A simulation using the mechanism worked to find the optimum pitch cycles, where it was found that the mechanism would, in fact, increase the efficiency of the VAWT, by at least 11% and in the best case, over 35%. Another aspect that is studied is the possibility of self-start of the turbine by only changing the pitch on the blades. This analysis, however, proved that a further individual pitch control must be used to surpass the cogging torque. All analyses conducted were done for a specific wind turbine that is 2 m² in the swept area.

• 천문학논총
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• 제28권3호
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• pp.55-63
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• 2013

동아시아에서 규표는 가장 전통적인 천문의기 중 하나였다. 그럼에도 불구하고 고전적 규표는 표의 수직 설치와 유지가 어렵고, 눈금의 시작점이 모호하였으며, 무엇보다도 태양의 표 그림자가 퍼져 관측의 정밀성이 떨어졌다. 이러한 고전적 규표의 단점을 해결하고자 하는 노력의 결과물로 13세기에 횡량형 규표가 개발되었다(민병희 등, 2011). 횡량형 규표는 영부를 사용하여 선명한 횡량 그림자를 얻었다. 영부를 통해 얻은 횡량 그림자는 예리하여 관측의 모호성이 없으며, 동시에 태양의 중심 위치를 관측하는 최적의 천문의기이었다. 대규표는 횡량을 설치하였는데, 이 횡량의 크기는 길이 6자(124.2 cm), 직경 3치(6.21 cm)이었다. 표 기둥 위에 횡량을 올린 것을 얼이라고 하고, 이 얼을 수직으로 설치하는 것이 횡량형 규표의 핵심이었다. 삼점현추법을 사용하여 얼을 규에 수직으로 세울 수 있었다. 삼점현추법을 사용하기 위해 횡량은 길이 5치(10.35 cm), 직경 2푼(4.14 mm)의 철사 3개를 이용하고 있다. 삼점현추법은 단지 횡량을 정렬하는데 만 필요한 것이 아니고, 횡량을 점검하고 진단하는데도 활용되었다. 횡량의 개발은 태양 중심의 그림자길이를 측정하는 천문학적 이점과 더불어 규표의 대형화를 가능하게 하였다. 규표의 적절한 건설 공정과 삼점현추법을 적용하면 이상적으로는 높이에 무관하게 얼을 수직하게 설치할 수 있었기 때문이다. 얼의 크기가 높아질수록 결과적으로 눈금의 분해능을 증가시킬 수 있기 때문에(이용삼 등, 2006) 관측의기의 성능을 향상시킬 수 있었다.

• 한국축산시설환경학회지
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• 제16권2호
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• pp.129-134
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• 2010

본 실태조사는 분만돈방과 분만틀 사용실태를 조사함으로써 분만돈의 동물복지 수준을 향상시킬 수 있는 대체 사육시설을 개발하는데 필요한 기초자료를 확보하기 위해 실시되었다. 분만돈방은 크게 형태별로 수직형 분만돈방과 사선형 분만돈방 두 가지로 구분되었으며, 분만틀은 압사방지 바(Bar)의 형태를 기준으로 수평형(Horizontal bar) 분만틀, 수직형(Vertical bar) 분만틀로 구분되었다. 기타 시설물에 대한 조사결과, 조사농가의 전체가 니플형 급수시설을 사용하고 있었으며, 약 80%가 습식급이기를 사용하고 있었고, 조사 농가의 약 40%가 전체틈바닥, 약 60%가 부분 틈바닥이었으며, 분만돈 두당 최소 $3.9\;m^2$ 이상의 면적을 제공하고 있었다. 국내의 다양한 사육시설과 환경으로 인하여 일괄적인 구조개선이나 새로운 사육시설의 적용은 쉽지 않을 것으로 판단되지만 이러한 국내 양돈농가의 실태조사 자료들을 동물복지 수준을 향상시킬 수 있는 대체 사육시설을 개발하는데 좋은 기초자료가 될 것이라 생각한다.

• The Journal of Advanced Prosthodontics
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• 제9권3호
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• pp.143-151
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• 2017

PURPOSE. The design of the attachment must provide an optimum stress distribution around the implant. In this study, for implant overdentures with a bar/clip attachment or a locator attachment, the stress transmitted to the implant in accordance with the change in the denture base length and the vertical pressure was measured and analyzed. MATERIALS AND METHODS. Test model was created with epoxy resin. The strain gauges made a tight contact with implant surfaces. A universal testing machine was used to exert a vertical pressure on the mandibular implant overdenture and the strain rate of the implants was measured. RESULTS. Means and standard deviations of the maximum micro-deformation rates were determined. 1) Locator attachment: The implants on the working side generally showed higher strain than those on the non-working side. Tensile force was observed on the mesial surface of the implant on the working side, and the compressive force was applied to the buccal surface and on the surfaces of the implant on the non-working side. 2) Bar/clip attachment: The implants on the both non-working and working sides showed high strain; all surfaces except the mesial surface of the implant on the non-working side showed a compressive force. CONCLUSION. To minimize the strain on implants in mandibular implant overdentures, the attachment of the implant should be carefully selected and the denture base should be extended as much as possible.