• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
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• pp.31-34
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• 2005

An experimental investigation was conducted to examine the hysteric behavior of Ultra-High strength concrete columns for the requirement of ACI provision. Seven 1/3 scaled columns were fabricated to simulate an 1/2 story of actual structural members with the cross section $300\times300mm$ and the shear span ratio 4. The main variables are axial load ratio, configuration and volumetric ratio of transverse reinforcement. It has been found that the behavior of columns was affected by axial load ratio rather than the amount and the configuration of transverse reinforcement. Consequently, to secure the ductile behavior of 100MPa Ultra-High strength concrete columns, ACI provision for the requirement of transverse steel may considered axial level and the detail of transverse reinforcement.

• Steel and Composite Structures
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• 제50권1호
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• pp.25-43
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• 2024

In this article, a mathematical model is developed to predict the dynamic behavior of bio-inspired composite beam with helicoidal orientation scheme under variable axial load using a unified higher order shear deformation beam theory. The geometrical kinematic relations of displacements are portrayed with higher parabolic shear deformation beam theory. Constitutive equation of composite beam is proposed based on plane stress problem. The variable axial load is distributed through the axial direction by constant, linear, and parabolic functions. The equations of motion and associated boundary conditions are derived in detail by Hamilton's principle. Using the differential quadrature method (DQM), the governing equations, which are integro-differential equations are discretized in spatial direction, then they are transformed into linear eigenvalue problems. The proposed model is verified with previous works available in literatures. Parametric analyses are developed to present the influence of axial load type, orthotropic ratio, slenderness ratio, lamination scheme, and boundary conditions on the natural frequencies of composite beam structures. The present enhanced model can be used especially in designing spacecrafts, naval, automotive, helicopter, the wind turbine, musical instruments, and civil structures subjected to the variable axial loads.

• Steel and Composite Structures
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• 제18권3호
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• pp.623-639
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• 2015

Self-compacting Concrete (SCC) Filled Square steel Tubes (SCFST) was used to strengthen square RC columns. To establish the efficiency of this strengthening method, 17 columns were tested under axial compression loading including 3 RC columns without any strengthening (WRC), 1 RC column strengthened with concrete jacket (CRC), 13 RC columns strengthened with self-compacting concrete filled square steel tubes (SRC). The experimental results showed that the use of SCFST is interesting since the ductility and the bearing capacity of the RC columns are greatly improved. The improvement ratio is significantly affected by the nominal wall thickness of steel tubes (t), the strength grade of strengthening concrete (C), and the length-to-width ratio (L / B) of the specimens. In order to quantitatively analyze the effect of these test parameters on axial loading behavior of the SRC columns, three performance indices, enhancement ratio (ER), ductility index (DI), and confinement ratio (CR), were used. The strength of the SRC columns obtained from the experiments was then employed to verify the proposed mode referring to the relevant codes. It was found that codes DBJ13-51 could relatively predict the strength of the SRC columns accurately, and codes AIJ and BS5400 were relatively conservative.

• 한국화재소방학회:학술대회논문집
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• 한국화재소방학회 2010년도 춘계학술논문발표회 논문집
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• pp.371-376
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• 2010

The strength of steel material in a concrete filled steel tube (CFT) is reduced in fire, but the filled interior concrete structurally ensures the fire resistance due to its high thermal capacity. More, the contractibility of CFT is excellent since it can be constructed without form work. This research analyzed the interior concrete strength and deformation characteristics, which are the influence factors of the fire resistance of CFT, in proportion to the axial load ratio. The fire resistance performance according to changes of the axial load ratio showed great fluctuation. As $280{\times}280{\times}6$ CFT columns with the concrete strengths of 24 MPa and 40 MPa and the axial load ratios of 0.9, 0.6, and 0.2 in accordance with KS F 2257-1 and 7 were heated with loading to examine the fire resistance performance, the 24 MPa concrete exhibited the fire resistance time as 27, 113, and 180 minutes for the axial load ratios, 0.9, 0.6, and 0.2 respectively. In case of 40 MPa concrete, the fire resistance time were turned out to be 19 and 28 minutes for the axial load ratios, 0.9 and 0.6 respectively. The results of 40 MPa concrete showed the much lower fire resistance performance when comparing with those of 24 MPa concrete. The fire resistance performance was not increased significantly when the axial load ratio was reduced. Therefore, the deceased fire resistance performance of high strength concrete is assumed to be caused by the internal pressure increase upon the heat application.

• 한국지반공학회논문집
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• 제35권1호
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• pp.17-30
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• 2019

본 연구는 3차원 수치해석을 통해 기존말뚝과 보강말뚝의 하중분담율(Load Distribution Ratio)과 근사적 해석 기법으로 보강말뚝의 축방향 강성(Axial Stiffness)을 산정하였다. 시공단계를 고려하여 말뚝기초의 LDR에 영향을 미치는 인자를 파악하기 위해서 1) 말뚝기초의 강성, 2) 말뚝기초의 선단지지조건, 3) 기초판 접촉효과, 4) 보강말뚝의 설치위치에 따라 해석을 수행하여 기존말뚝과 신설말뚝의 하중분담율 거동을 확인하였다. 또한 5) 기존말뚝의 축방향 강성($K_{ve}$)를 사용하여 말뚝지지 전면기초의 3차원 근사적 해석기법(YSPR)으로 보강말뚝의 직경에 따른 강성($K_{vr}$)을 산정하고, 장기간 사용으로 인한 경화를 고려하여 $K_{ve}$를 3단계로 나누어 감소시켜 보강말뚝의 강성 변화의 경향을 살펴보고, 신설 말뚝의 강성 산정방법을 제시하였다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 1997년도 춘계학술대회논문집; 경주코오롱호텔; 22-23 May 1997
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• pp.139-145
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• 1997

Nowadays, the axial stiffness of crankshaft of long-stroke diesel engine is low compared to that of the old types of engine by increasing stroke/bore ratio and major critical speed might occur within engine operation speed. An axial damper needs to be installed in order to reduce the axial vibration of the crankshaft in the event of reduced or stopped axial damper function are discussed.

• Advances in concrete construction
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• 제2권3호
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• pp.177-192
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• 2014

One of the main applications of FRP composites is confining concrete columns. Hence identifying the cyclic and monotonic stress-strain behavior of confined concrete columns and the parameters influencing this behavior is inevitable. Two significant parameters affecting the stress-strain behavior are aspect ratio and corner radius. The present study aims to scrutinize the effects of corner radius and aspect ratio on different aspects of stress-strain behavior of FRP confined concrete specimens (rectangular, square and circular). Hence 44 FRP confined concrete specimens were tested and the results of the tests were investigated. The findings indicated that for specimens with different aspect ratios, the relationship between the ultimate stress and the corner radius is linear and the variations of the ultimate stress versus the corner radius decreases as a result of an increase in aspect ratio. It was also observed that increase of the corner radius results in increase of the compressive strength and ultimate axial strain and increase of the aspect ratio causes an increase of the ultimate axial strain but a decrease of the compressive strength. Investigation of the ultimate condition showed that the FRP hoop rupture strain is smaller in comparison with the one obtained from the tensile coupon test and also the ultimate axial strain and confined concrete strength are smaller when a prism is under monotonic loading. Other important results of this study were, an increase in the axial strain during the early stage of unloading paths and increase of the confining effect of FRP jacket with the increase and decrease of the corner radius and aspect ratio respectively, a decrease in the slope of reloading branches with cycle repetitions and the independence of this trend from the variations of the aspect ratio and corner radius and also quadric relationship between the number of each cycle and the plastic strain of the same cycle as well as the independence of this relationship from the aspect ratio and corner radius.

• 한국전자파학회논문지
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• 제13권4호
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• pp.393-400
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• 2002

본 논문에서는 원형편파를 발생시키기 위한 여러 가지 방법 중 단일 급전 십자개구 결합 방식이 가지는 협대역의 축비 대역폭을 개선하기 위해 단일 급전으로 하이브리드 급전의 효과를 가져을 수 있는 직렬 급전 십자개구 결합 마이크로스트립 안테나를 제안하고, 기존에 발표된 단일 급전 십자개구 결합 안테나와의 축비 대역폭, 이득, 방사패턴, 그리고 임피던스 대역폭 등과 비교하여 개선된 축비 대역폭 특성을 제시하여 제안된 안테나의 타당성을 보였다. 또한 제안된 단일 안테나를 이용해 2$\times$2 배열 안테나로 확장하는 과정에서 시퀀셜 로테이션 기법을 적용함으로써 더욱 넓은 축비 대역폭을 화보할 수 있도록 하였다. 직렬급전 단일 안테나와 2$\times$2 배열 안테나의 측정된 축비 대역폭은 110 MHz(4.6 %)와 420 MHz(17.5 %)를 보였고, 측정된 임피던스 대역폭 (VSWR<1.5)은 240 MHz(10%)와 500 MHz(20.8%)출 가졌으며, 이득 측정결과에서는 단일 안테나와 2$\times$2 배열 안테나 모두 3 dB 이득 대역폭에서 400 MHz(16.7%) 이상의 평탄 특성을 가지며 최대이득에서는 8.2 ㏈i와 12.5 ㏈i의 이득특성을 보여주었다.

• 한국전자파학회논문지
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• 제28권4호
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• pp.251-260
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• 2017

이 논문은 NLJD 시스템에 적용될 수 있는 스파이럴 안테나의 축비 개선을 위한 접지면 위의 슬릿 설계에 관하여 기술한다. 이 논문에서 제안된 접지면 위의 슬릿 모양은 참고문헌 [7]에 있는 안테나의 Archimedean 스파이럴 슬릿 모양을 변형한 것이다. 축비를 개선하기 위해, 접지면 위의 슬릿은 균일한 각도로 나누고 전류가 서로 반대방향인 위치의 도체는 제거되었다. 측정된 반사손실, 방사패턴과 이득은 시뮬레이션 결과와 잘 일치하였다. 비록 접지면 위의 슬릿 구조가 참고문헌 [7]의 슬릿구조와 비교하여 변하였으나, 반사손실, 방사패턴 그리고 이득과 같은 특성은 거의 변하지 않았을 뿐만 아니라 4.88 GHz에서 축비만 현저히 개선되었다.

• 한국전자파학회논문지
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• 제11권1호
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• pp.26-36
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• 2000

본 논문에서는 위성 통신에 이용될 수 있는 X-band원형 편파 마이크로스트립 $12\times12$배열 안테나를 설계하였다. 복사체는 대형배열에 적합한 개구면 결합형 마이크로스트립 환형 안테나를 사용하였으며, broadside 방향의 빔을 형성시키기 위해 소자간 간격은 $0.7\lambda_0$로 하였다. 또한 높은 이득과 좋은 원형 편파 특성을 위해 직-병렬 구조으1 sequential array 형태의 급전구조를 사용하였다. 제작된 안테나는 본 교의 compact range에서 측정하였 다 그 칠파 10,3 GHz에서 27.88 dB의 directivity에 대해 25.55 dB의 높은 gam을 가지며 이로써 60 %의 높은 효율을 가짐을 확인했다 또한 1.74 dB의 axial ratio와 - 13 dB의 side-lobe-level 특성을 가졌다. 그리고 VSWR 2 기준으로 볼 때 약 43 %의 넓은 반사 계수 대역폭플 가지며,16 %의 axial ratio 대역폭을 가짐을 알 수 있었다.