• Steel and Composite Structures
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• 제33권1호
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• pp.111-122
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• 2019

This paper presents an experimental work on the post-fire behavior of two kinds of innovative composite stub columns under eccentric compression. The partially precast steel reinforced concrete (PPSRC) column is composed of a precast outer-part cast using steel fiber reinforced reactive powder concrete (RPC) and a cast-in-place inner-part cast using conventional concrete. Based on the PPSRC column, the hollow precast steel reinforced concrete (HPSRC) column has a hollow column core. With the aim to investigate the post-fire performance of these composite columns, six stub column specimens, including three HPSRC stub columns and three PPSRC stub columns, were exposed to the ISO834 standard fire. Then, the cooling specimens and a control specimen unexposed to fire were eccentrically loaded to explore the residual capacity. The test parameters include the section shape, concrete strength of inner-part, eccentricity ratio and heating time. The test results indicated that the precast RPC shell could effectively confine the steel shape and longitudinal reinforcements after fire, and the PPSRC stub columns experienced lower core temperature in fire and exhibited higher post-fire residual strength as compared with the HPSRC stub columns due to the insulating effect of core concrete. The residual capacity increased with the increasing of inner concrete strength and with the decreasing of heating time and load eccentricity. Based on the test results, a FEA model was established to simulate the temperature field of test specimens, and the predicted results agreed well with the test results.

• Steel and Composite Structures
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• 제42권1호
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• pp.91-106
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• 2022

Concrete-filled square stainless steel tubes (CFSSST), which possess relatively large flexural stiffness, high corrosion resistance and require simple joint configurations and low maintenance cost, have a great potential in constructional applications. Despite that the use of stainless steel may result in high initial cost compared to their conventional carbon steel counterparts, the whole-life cost of CFSSST is however considered to be lower, which offers a competitive choice in engineering practice. In this paper, a comprehensive experimental and numerical program on 24 CFSSST stub column specimens, including 3 austenitic and 3 duplex stainless steel square hollow section (SHS) stub columns and 9 austenitic and 9 duplex CFSSST stub columns, has been carried out. Finite element (FE) models were developed to be used in parametric analysis to investigate the influence of the tube thickness and concrete strength on the ultimate capacities more accurately. Comparisons of the experimental and numerical results with the predictions made by design guides ACI 318, ANSI/AISC 360, Eurocode 4 and GB 50936 have been performed. It was found that these design methods generally give conservative predictions to the ultimate capacities of CFSSST stub columns. Improved calculation methods, developed based on the Continuous Strength Method, have been proposed to provide more accurate estimations of the ultimate resistances of CFSSST stub columns. The suitability of these proposals has been validated by comparison with the test results, where a good agreement between the predictions and the test results have been achieved.

• 한국통신학회논문지
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• 제39B권5호
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• pp.309-316
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• 2014

안드로이드 앱(Android app, APK)을 역공학하여 디컴파일된 소스 코드를 획득하는 것이 용이하다. 공격자는 디컴파일된 소스코드를 불법적으로 사용하여 경제적 이득을 얻거나 악성코드를 삽입하여 앱을 변조하기도 한다. 이러한 문제를 해결하기 위해, 본 논문에서는 역공학 방지 방법을 사용하여 안드로이드 앱에 대한 불법 변조를 방지하는 APK 덮어쓰기 기법을 제안한다. 연구 대상은 임의 프로그래머에 의해 작성된 앱들이다. '대상 앱'(원본 앱)에 대해, 서버 시스템은 (1) 대상 앱의 복사본 생성, (2) 그 대상 앱을 암호화, (3) 복사본의 DEX (Dalvik Executable) 부분을 스텁(stub) DEX로 교체하여 스텁 앱 생성, (4) 암호화된 대상 앱 및 스텁 앱을 배포한다. 스마트폰 사용자는 암호화된 대상 앱 및 스텁 앱을 다운받는다. 스텁 앱이 스마트폰에서 실행될 때마다, 스텁 앱은 런처(launcher) 앱과 협력하여 암호화된 대상 앱을 복호화한 후 자신을 덮어쓰게 하여 원본 대상 앱이 실행되게 한다. 실행이 끝나면 복호화된 앱은 삭제된다. 제안 기법의 가능성을 검증하기 위해 여러 대중적인 앱들로 실험하여 보았다. 실험 결과, 제안 기법이 안드로이드 앱에 대해 역공학 및 변조 공격을 방지하는데 효과적임을 알 수 있다.

• 한국항행학회논문지
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• 제20권1호
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• pp.59-64
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• 2016

본 논문은 CPW와 개방 스터브가 병렬 연결된 전송선로를 사용하여 높은 분배 비율의 비대칭 이중대역 분배기를 나타내었다. 이중대역 설계 방정식에 의하여 계산된 전송선로의 구현은 낮은 임피던스의 전송선로는 짧은 선로와 병렬로 개방 스터브가 주기적으로 연결된 형태로 그리고, 높은 임피던스 전송선로는 CPW 선로 형태로 구현하였다. 이러한 두 종류 전송선로를 이용한 이중대역 분배기의 설계방법의 타당성을 확인하기 위해서 중심 주파수가 1 GHz와 2 GHz인 10:1 비대칭 이중대역 전력분배기를 제작하였고, 이것의 측정 결과 특성이 시뮬레이션과 동일함을 확인하였다.

• 한국전자파학회논문지
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• 제7권1호
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• pp.26-35
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• 1996

본 논문에서는 시간영역 유한차분법(FDTD)을 이용하여 동조 스터브가 삽입된 전자기결합 광대역 마이크로스트립 안테나의 특성을 해석하고 최대 대역폭올 갖는 안테나를 설계하였다. 전자기 결합 마 이크로스트립 안테나의 급전선로에 짧은 방사형 동조 스터브를 병 렬로 연결하면 광대 역 특성을 가지며, 방사형 동조 스터브의 반지름, 각도, 위치 동의 변화에 따라 안테나의 특성이 변한다. 시간영역에 서의 유한차분법에 의한 수치 해석 결과를 Fourier 변환하여, 주파수 영역에서 안테나 특성을 계산하 였다. 방사형 동조 스터브를 갖는 마이크로스트립 안테나의 최대 대역폭은 약 15%로서 장방형 동조 스터브 형태와 동일한 광대역 특성을 가지면서 동작 주파수 대역 내에서 전압 정재파의 리플이 양호 한 특성을 보여준다.

• Steel and Composite Structures
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• 제5권1호
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• pp.17-34
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• 2005

This paper presents an experimental study and its findings of the behavior of circular and square stub columns filled with high strength concrete ($f_c^{\prime}$=49MPa) and polymer cement concrete (PCC) under concentric compressive load. Twenty-four specimens were tested to investigate the effects of variations in the tube shape (circular, square), wall thickness, and concrete type on the axial strength of stub columns. The characteristics of CFT stub columns filled with two types of concrete were investigated in order to collect the basic design data for using the PCC for the CFT columns. The experimental investigations included consideration of the effects of the concrete fill on the failure mode, ultimate strength, initial stiffness and deformation capacity. One of the key findings of this study was that circular section members filled with PCC retain their structural resistance without reduction far beyond the ultimate capacity. The results presented in this paper will provide experimental data to aid in the development of design procedures for the use of advanced concretes in CFT columns. Additionally, these results give structural designers invaluable insight into the realistic behavior of CFT columns.

• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2013년도 춘계학술대회
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• pp.497-499
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• 2013

본 논문에서는 단락형 스터브에 의해 구현되는 이중 모드 공진기의 전달 함수를 수식적으로 해석하여 임의의 공진 주파수를 만족하는 이중 모드 공진기의 전송 선로와 스터브의 전기적 길이 및 임피던스를 계산하였다. 계산된 결과에 의하면 전송 선로의 전기적 길이는 공진 주파수에 의해 결정되며, 스터브의 전기적 길이는 공진 주파수 및 선로와 스터브의 임피던스에 의해 결정된다. 또한, 이중 모드 공진기를 이용하여 필터를 설계하기 위해 필터의 리플 값에 따른 인버터의 크기를 계산하였다. 계산된 결과에 의해 스터브의 임피던스에 따른 인버터의 변화는 거의 없으며 전송 선로의 임피던스가 작을수록 인버터의 크기는 증가하고 필터의 대역폭이 클수록 인버터의 크기가 증가함을 확인하였다.

• Steel and Composite Structures
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• 제2권1호
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• pp.35-50
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• 2002

A series of tests on simple-welded plate specimens (SWPS) and T-stub tension specimens simulating some of the joint details in moment frame connections were conducted in this investigation. The effects of weld strength mismatch and weld metal toughness on structural behavior of these specimens were considered under both static and dynamic loading conditions. Finite element analyses were performed by taking into account typical weld residual stress distributions and weld metal strength mismatch conditions to facilitate the interpretation of the test results. The major findings are as follows: (a) Sufficient specimen size requirements are essential in simulating both load transfer and constraint conditions that are relevant to moment frame connections, (b) Weld residual stresses can significantly elevate stress triaxiality in addition to structural constraint effects, both of which can significantly reduce the plastic deformation capacity in moment frame connections, (c) Based on the test results, dynamic loading within a loading rate of 0.02 in/in/sec, as used in this study, premature brittle fractures were not seen, although a significant elevation of the yield strength can be clearly observed. However, brittle fracture features can be clearly identified in T-stub specimens in which severe constraint effects (stress triaxiality) are considered as the primary cause, (d) Based on both the test and FEA results, T-stub specimens provide a reasonable representation of the joint conditions in moment frame connections in simulating both complex load transfer mode and constraint conditions.

• Steel and Composite Structures
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• 제30권4호
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• pp.337-350
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• 2019

The objective of this paper is to investigate the confinement coefficient of concrete-filled square stainless steel tubular (CFSSST) stub columns under axial loading. A fine finite 3D solid element model was established, which utilized a constitutive model of stainless steel considering the strain-hardening characteristics and a triaxial plastic-damage constitutive model of concrete with features of the parameter certainty under axial compression. The finite element analysis results revealed that the increased ultimate bearing capacity of CFSSST stub columns compared with their carbon steel counterparts was mainly due to that the composite action of CFSSST stub columns is stronger than that of carbon steel counterparts. A further parametric study was carried out based on the verified model, and it was found that the stress contribution of the stainless steel tube is higher than the carbon steel tube. The stress nephogram was simplified reasonably in accordance with the limit state of core concrete and a theoretical formula was proposed to estimate the ultimate bearing capacity of square CFSSST stub columns using superposition method. The predicted results showed satisfactory agreement with both the experimental and FE results. Finally, the comparisons of the experimental and predicted results using the proposed formula and the existing codes were illustrated.

• Advances in concrete construction
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• 제10권6호
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• pp.559-571
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• 2020

This study aimed to inspect the axial compression mechanical performance of basalt-fiber-reinforced recycled - concrete (BFRRC)-filled square steel tubular stub column. The replacement ratio of recycled coarse aggregate (RCA) and the basalt fiber (BF) dosage were used as variation parameters, and the axial compression performance tests of 15 BFRRC-filled square steel tubular stub column specimens were conducted. The failure mode and the load-displacement/strain curve of the specimen were measured. The working process of the BFRRC-filled square steel tubular stub column was divided into three stages, namely, elastic-elastoplasticity, sudden drawdown, and plasticity. The influence of the design parameters on the peak bearing capacity, energy dissipation performance, and other axial compression performance indexes was discussed. A mathematical model of segmental stiffness degradation was proposed on the basis of the degradation law of combined secant-stiffness under axial compression. The full-process curve equation of axial compressive stress-strain was proposed by introducing the influencing factors, including the RCA replacement ratio and the BF dosage, and the calculated curve agreed well with the test-measured curve.