• 상하수도학회지
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• 제34권2호
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• pp.149-159
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• 2020

Cured-in-place-pipe(CIPP) is the most adopted trenchless application for sewer rehabilitation to extend the life of the existing sewer without compromising both direct construction and indirect social costs especially applied in the congested urban area. This technology is globally and domestically known to be the most suitable for partial and full deteriorated pipe structure rehabilitation in a sewer system. The typical design of CIPP requires a significant thickness of lining to support loading causing sewage flow interruption and increasing material cost. This paper presents development of a high strength glass fiber composite lining material for the CIPP application and structural test results. The test results exhibit that the new glass fiber composite lining material has 12 times of flexural strength, 6.2 times of flexural modulus, and 0.5 Creep Retention Factor. These test results can reduce lining design thickness 35% at minimum. Even though taking into consideration extra materials such as outer and inner films for actual field applications, the structural capacity of the composite material significantly increases and it reduces 20 percent or more line thickness as compared to the conventional CIPP. We expect that the newly developed CIPP lining material lowers material costs and minimizes flow capacity reduction, and fully replaceable to the conventional CIPP lining materials.

• Advances in nano research
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• 제9권1호
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• pp.1-13
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• 2020

In this work, the electrical potential (EP) technique with an artificial neural networks (ANNs) for monitoring of nanostructures are used for the first time. This study employs an expert system to identify size and localize hidden nano-delamination (N.Del) inside layers of nano-pipe (N.P) manufactured from Basalt Fiber Reinforced Polymer (BFRP) laminate composite by using low-cost monitoring method of electrical potential (EP) technique with an artificial neural networks (ANNs), which are combined to decrease detection effort to discern N.Del location/size inside the N.P layers, with high accuracy, simple and low-cost. The dielectric properties of the N.P material are measured before and after N.Del introduced using arrays of electrical contacts and the variation in capacitance values, capacitance change and node potential distribution are analyzed. Using these changes in electrical potential due to N.Del, a finite element (FE) simulation model for N.Del location/size detection is generated by ANSYS and MATLAB, which are combined to simulate sensor characteristic, therefore, FE analyses are employed to make sets of data for the learning of the ANNs. The method is applied for the N.Del monitoring, to minimize the number of FE analysis in order to keep the cost and save the time of the assessment to a minimum. The FE results are in excellent agreement with an ANN and the experimental results available in the literature, thus validating the accuracy and reliability of the proposed technique.

• 한국수학사학회지
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• 제24권3호
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• pp.1-12
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• 2011

간지(干支)는 일상생활과 술수(術數)등에 매우 중요한 역할을 하였다. 음양학파는 역경에 나오는 괘와, 중국의 음계를 결정하는 오음(五音)과 십이율(十二律)을 간지와 연결하였는데 이를 각각 납갑(納甲), 납음(納音)이라 한다. 침괄(沈括)은 그의 $\ll$몽계필담(夢溪筆談)$\gg$(1095)에 이들을 인용하였다. 양휘(楊輝)는 그의 $\ll$속고적기산법(續古摘奇算法)$\gg$(1275)에 납음법을 수학적 구조로 얻어낼 수 있음을 보였다. 이를 위하여 양휘(楊輝)가 함수의 개념을 도입하고, 합동식의 성질과 합성함수를 이용하여 납음법을 완벽하게 정리하였음을 이 논문에서 밝혀낸다. 그의 함수 개념은 수학사에서 가장 빠른 것이다.

• Steel and Composite Structures
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• 제38권2호
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• pp.151-164
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• 2021

During the pipe forming process, a steel plate undergoes inelastic behavior multiple times under a load condition repeating tension and compression in the circumferential direction. It derives local reduction or increase of yield strength within the thickness of steel pipes by the plastic hardening and Bauschinger effect. In this study, a combined hardening model is proposed to effectively predict variations of yield strength in the circumferential direction of API-X65 and X70 steel pipes with relatively low t/D ratio during the forming process, which is expected to experience accumulated plastic strain of 2~3%, the typical Lüder band range in a low-carbon steel. Cyclic tensile tests of API-X65 and X70 steels were performed, and the parameters of the proposed model for the steels were calibrated using the test results. Bending-flattening tests to simulate repeated tension and compression during pipe forming were followed for API-X65 and X70 steels, and the results were compared with those by the proposed model and Zou et al. (2016), in order to verify the process of material model calibration based on tension-compression cyclic test, and the accuracy of the proposed model. Finally, parametric analysis for the yield strength of the steel plate in the circumferential direction of UOE pipe was conducted to investigate the effects of t/D and expansion ratios after O-forming on the yield strength. The results confirmed that the model by Zou et al. (2016) underestimated the yield strength of steel pipe with relatively low t/D ratio, and the parametric analysis showed that the t/D and expansion ratio have a significant impact on the strength of steel pipe.

• Steel and Composite Structures
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• 제49권2호
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• pp.143-159
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• 2023

Recently, the design of scaffolding systems has garnered considerable attention due to the increasing number of scaffold collapses. These incidents arise from the underestimation of imposed loads and the site-specific conditions that restrict the application of lateral restraints in scaffold assemblies. The present study is committed to augmenting the buckling resistance of vertical support members, obviating the need for supplementary lateral restraints. To achieve this objective, experimental and computational analyses were performed to assess the axial load buckling capacity of steel props, composed of two hollow steel pipes that slide into each other for a certain length. Three full-scale steel props with various geometric properties were tested to construct and validate the analytical models. The total unsupported length of the steel props is 6 m, while three pins were installed to tighten the outer and inner pipes in the distance they overlapped. Finite Element (FE) modeling is carried out for the three steel props, and the developed models were verified using the experimental results. Also, theoretical analysis is utilized to verify the FE analysis. Using the FE-verified models, a parametric study is conducted to evaluate the effect of different inserted pipe lengths on the steel props' axial load capacity and lateral displacement. Based on the results, the typical failure mode for the studied steel props is global elastic buckling. Also, the prop's elastic buckling strength is sensitive to the inserted length of the smaller pipe. A threshold of minimum inserted length is one-third of the total length, after which the buckling strength increases. The present study offers a prop with enhanced buckling resistance and introduces an equation for calculating an equivalent effective length factor (k), which can be seamlessly incorporated into Euler's buckling equation, thereby facilitating the determination of the buckling capacity of the enhanced props and providing a pragmatic engineering solution.

• Steel and Composite Structures
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• 제50권2호
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• pp.201-216
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• 2024

This paper is motivated by the lack of studies relating to vibration and nonlinear resonance of fluid-conveying cantilever porous GPLR pipes with fractional viscoelastic model resting on nonlinear foundations. A dynamical model of cantilever porous Graphene Platelet Reinforced (GPLR) pipes conveying fluid and resting on nonlinear foundation is proposed, and the vibration, natural frequencies and primary resonant of such system are explored. The pipe body is considered to be composed of GPLR viscoelastic polymeric pipe with porosity in which Halpin-Tsai scheme in conjunction with fractional viscoelastic model is used to govern the construction relation of the nanocomposite pipe. Three different porosity distributions through the pipe thickness are introduced. The harmonic concentrated force is also applied on pipe and excitation frequency is close to the first natural frequency. The governing equation for transverse motion of the pipe is derived by the Hamilton principle and then discretized by the Galerkin procedure. In order to obtain the frequency-response equation, the differential equation is solved with the assumption of small displacement, damping coefficient, and excitation amplitude by the multiple scale method. A parametric sensitivity analysis is carried out to reveal the influence of different parameters, such as nanocomposite pipe properties, fluid velocity and nonlinear viscoelastic foundation coefficients, on the primary resonance and linear natural frequency. Results indicate that the GPLs weight fraction porosity coefficient, fractional derivative order and the retardation time have substantial influences on the dynamic response of the system.

• Composites Research
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• 제36권6호
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• pp.429-434
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• 2023

본 연구에서는 기존 배관 가스 누출 감지에 사용되던 음향방출 센서가 실시간 모니터링에 적용될 때 발생할 수 있는 문제들을 개선하기 위해, Macro-fiber composite (MFC) 트랜스듀서를 음향방출 센서로 사용하여 가스 누출 감지 시스템에 적용하였다. 적용 전 MFC의 구조를 최적화하기 위해 구조해석을 진행하여 제작하였고, 그 결과 MFC가 가지는 유연성으로 굴곡진 배관에 잘 밀착되어 AE 신호를 문제없이 수신할 수 있었다. AE 신호 분석 결과 고압 누출, 저압 누출 모두 파라미터 값 변화에 유의미한 결과를 보였으며, 특히, FFT 그래프의 파라미터에서 고압 누출의 경우 누출이 없는 경우 대비 120~626%의 변화량, 저압 누출의 경우 9~22%의 변화량을 보였다. 또한, 누출 발생 부위에서의 거리에 따라, 거리가 멀수록 이러한 파라미터 변화량이 줄어드는 경향을 보여, 추후 파라미터 변화량 감지를 통해 누출 감지가 가능할 뿐만 아니라, 변화량으로부터 누출 발생 위치를 파악할 수 있을 것으로 보인다.

• Composites Research
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• 제18권5호
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• pp.1-8
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• 2005

여러 복합재료 제작기법 중에서 필라멘트 와인딩 제작 기법은 압력탱크, 파이프 등과 같은 실린더 형태의 축대칭 구조물의 제작에 가장 효율적인 방법이다. 또한, 필라멘트 와인딩으로 제작된 복합재료 압력탱크는 운용 중 큰 내압을 받게 되며 복잡한 손상 메커니즘과 파손 모드를 가지고 있다. 그러므로, 필라멘트 와인딩으로 제작된 복합재료 압력탱크는 탱크의 제작 과정과 제작 후 전 과정 동안의 탱크에 대한 건전성 모니터링이 필요하며 이를 위해 탱크의 제작 시부터 탱크 내부의 여러 지점에 센서가 삽입 적용되어야 한다. 여러 센서 중에서 광섬유 센서는 복합재료 내부에 삽입이용이한 센서이며 특히, 광섬유 브래그 격자 센서(fiber Bragg grating Sensors, FBG센서)는 다중화(multiplexing)가 용이한 것을 큰 장점으로 가장 많이 채택되고 있다. 하지만, FBG 센서를 필라멘트 와인딩된 복합재료 압력탱크에 성공적으로 삽입 적용하기 위해서는 극심한 탱크의 삽입 환경에 대한 센서의 삽입 기법의 개발이 선행되어야 한다. 본 연구에서는 필라멘트 와인딩된 복합재료 압력탱크의 제작 시 FBG 센서를 탱크 내부에 다중화하여 삽입적용하기 위한 기법에 대하여 연구하였다.

• 한국지반공학회논문집
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• 제34권12호
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• pp.133-143
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• 2018

수평하중에 대한 말뚝의 휨강도를 증대시키기 위해 얇은 두께의 강관 내부에 PHC말뚝을 합성한 콘크리트 충전 강관(PCFT)말뚝이 개발되었다. PCFT말뚝의 휨강도를 강관말뚝과 비교하기 위하여 직경이 동일한 PCFT말뚝과 강관 말뚝에 대해 휨강도시험을 수행함과 동시에 한계상태설계법으로 P-M 상관도를 작도하였다. 그리고 PCFT말뚝의 하단에 PHC말뚝을 연결한 PCFT 복합말뚝의 수평지지력과 수평거동을 기존의 강관 복합말뚝(HCP) 및 강관말뚝과 비교하기 위하여 총 4본의 시험말뚝을 시공하고 수평재하시험을 수행하였다. 휨강도시험 결과 PCFT말뚝의 휨강도는 두께 12mm의 강관말뚝보다 18.7% 향상되었고, 동일한 휨하중에서 말뚝의 변위량은 강관말뚝보다 50% 감소하였다. 그리고 P-M 상관도로부터 연직하중을 받는 PCFT말뚝은 강관말뚝보다 휨내력이 크게 증가한 반면, 인발하중을 받는 PCFT 말뚝은 강관말뚝보다 휨내력이 감소함을 알 수 있었다. 또한 시험말뚝에 대한 수평재하시험의 결과에 따르면 상부말뚝의 길이가 동일한 경우 PCFT 복합말뚝은 HCP보다 수평지지력이 60.5% 컸고, 두께가 12mm인 강관말뚝보다 35.8% 큰 것으로 나타났다.

• 수산해양기술연구
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• 제32권4호
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• pp.402-410
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• 1996

Recently carbon fiber reinforced plastic(CFRP) has been used structural materials in corrosive environment such as for water, chemical tank and chemical pipes. However, mechanical properties of such materials may change when CFRP are exposed to corrosive environment for long periods of time. Therefore, it is important to understand the effect of moisture absorption on mechanical properties of the CFRP. In this study, degradation behavior of immersed carbon fiber/epoxy resin composite material was investigated using acoustic emission(AE) technique. Fracture toughness test are performed on the compact tension(CT) test specimens that are pilled by two types of laminates $[0^{\circ}_2$/$90^{\circ}_2]_3s$ and $[0^{\circ}_2$/$90^{\circ}_2]_6s$During the fracture toughness test, AE test was carried out to monitor the damage of CFRP by moisture absorption. In spite of the change of moisture absorption rate, the fracture toughness of CFRP was not change. As immersion time increased, AE event count numbers decreased in low amplitude range of AE for amplitude distribution histogram. The event in low amplitude range was known to be generated by debonding of matrix-fiber interface. Therefore, decrease of AE event count numbers in low amplitude range represents that debonding of matrix-fiber interface which was probably generated by moisture absorption.