• 제목/요약/키워드: composite sheets

검색결과 314건 처리시간 0.03초

구조보강용 FRP 복합체의 역학적 특성치 분석을 위한 인장시험방법 평가 연구 (Appraisal Study on Tensile Test Method of Mechanical Properties of FRP Composite Used in Strengthening RC Members)

  • 유영찬;최기선;강인석;김긍환
    • 한국구조물진단유지관리공학회 논문집
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    • 제12권1호
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    • pp.73-80
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    • 2008
  • 본 논문에서는 RC 구조물의 보수 보강 공사에 적용되는 FRP 복합체의 역학적 특성치를 평가하기 위하여 각국에서 제안된 시험규격을 비교 분석하고, 시험편 형상 및 시험방법의 차이가 재료성능에 미치는 영향에 대한 실험적 검증을 통하여 표준화된 시험방법 및 평가기준을 도출하고자 하였다. 주 실험변수는 FRP 복합체의 종류, 시험편의 폭, 보강매수 및 가력속도로 설정하였다. 본 시험결과에 의하면, 최대 인장강도와 최소변동계수를 나타내는 인장 시험편의 폭은 FRP의 종류/직조방법에 따라 다르게 나타났으며, 특히 적층형으로 시공되는 FRP 복합체는 보강매수에 따른 인장강도의 저하현상이 관측되므로, 이를 적절히 고려할 수 있는 평가기준의 설정이 필요할 것으로 판단된다.

Experimental study on reinforced high-strength concrete short columns confined with AFRP sheets

  • Wu, Han-Liang;Wang, Yuan-Feng
    • Steel and Composite Structures
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    • 제10권6호
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    • pp.501-516
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    • 2010
  • This paper is aiming to study the performances of reinforced high-strength concrete (HSC) short columns confined with aramid fibre-reinforced polymer (AFRP) sheets. An experimental program, which involved 45 confined columns and nine unconfined columns, was carried out in this study. All the columns were circular in cross section and tested under axial compressive load. The considered parameters included the concrete strength, amount of AFRP layers, and ratio of hoop reinforcements. Based on the experimental results, a prediction model for the axial stress-strain curves of the confined columns was proposed. It was observed from the experiment that there was a great increment in the compressive strength of the columns when the amount of AFRP layers increases, similar as the ultimate strain. However, these increments were reduced as the concrete strength increasing. Comparisons with other existing prediction models present that the proposed model can provide more accurate predictions.

Effective Bond Length of FRP Sheets Externally Bonded to Concrete

  • Ben Ouezdou, Mongi;Belarbi, Abdeldjelil;Bae, Sang-Wook
    • International Journal of Concrete Structures and Materials
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    • 제3권2호
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    • pp.127-131
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    • 2009
  • Strengthening and repair of concrete structures using externally bonded fiber reinforced polymer (FRP) composite sheets has been popular around the world during the last two decades. However, premature failure due to debonding of the FRP is one of the important issues still to be resolved. Numerous research studies have dealt with the debonding problem in terms of Effective Bond Length (EBL), however, determination of this length has not yet been completely assessed. This paper summarizes previous works on the EBL and proposes a new relationship of the EBL with the FRP stiffness based on the existing experimental data collected in this study.

자동차용 도금강판의 점용접성에 관한 연구 (A Study on the Spot Weldability of Automotive Steel Sheets)

  • 민준기;오영근;김광수
    • Journal of Welding and Joining
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    • 제14권3호
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    • pp.41-47
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    • 1996
  • The spot weldability of coated steels for automobile has been investigated. Coated steels of SPC-Zn DC, SPC Zn-Ni SC, SPC Zn-Ni DC, SPC Zn-Fe DC and OCCS were welded under different conditions of welding current, force and time. Coating thickness at the welded surface was reduced as increased welding current. Tensile shear strength(TSS) and cross tensile strength (CTS) were increased up to expulsion began, then dropped as increased current. Optimum conditions of welding force and time were different, however 200~250kgf and 15~20cycle were optimum for coated SPC (Steel Plate Cold). Weldability lobes were measured for each coated steel and they showed narrow range of working welding current. The organic composite coated steel (OCCS) had the highest current to get $\sqrt5{t}$ nugget size and narrowest working welding current range.

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Double bonded Cooper-Naghdi micro sandwich cylindrical shells with porous core and CNTRC face sheets: Wave propagation solution

  • Yazdani, Raziye;Mohammadimehr, Mehdi
    • Computers and Concrete
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    • 제24권6호
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    • pp.499-511
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    • 2019
  • In this paper, wave propagation of double-bonded Cooper-Naghdi micro sandwich cylindrical shells with porous core and carbon nanotube reinforced composite (CNTRC) face sheets are investigated subjected to multi-physical loadings with temperature dependent material properties. The governing equations of motion are derived by Hamilton's principle. Then, the influences of various parameters such as wave number, CNT volume fraction, temperature change, Skempton coefficient, material length scale parameter, porosity coefficient on the phase velocity of double-bonded micro sandwich shell are taken into account. It is seen that by increasing of Skempton coefficient, the phase velocity decreases for higher wave number and the results become approximately the constant. Also, by increasing of the material length scale parameter, the cut of frequency increases, because the stiffness of micro structure increases. The obtained results for this article can be used to detect, locate and quantify crack.

Remarkable Stability of Graphene/Ni-Al Layered Double Hydroxide Hybrid Composites for Electrochemical Capacitor Electrodes

  • Lee, Jeong Woo;In, Su-Il;Kim, Jong-Duk
    • Journal of Electrochemical Science and Technology
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    • 제4권1호
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    • pp.19-26
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    • 2013
  • Graphene/Ni-Al layered double hydroxide (LDH) hybrid materials were synthesized by a hydrothermal reaction. Hexagonal Ni-Al LDH particles nucleated and grew on graphene sheets, thus preventing restacking of the graphene sheets and aggregation of the Ni-Al LDH nanoparticles upon drying. Electrode made from the graphene/Ni-Al LDH hybrid materials showed a substantial improvement in electrochemical capacitance relative to those made with pure Ni-Al LDH nanoparticles. In addition, the graphene/Ni-Al LDH hybrid composite materials showed remarkable stability after 4000 cycles with over 100% capacitance retention. These materials are thus very promising for use in electrochemical capacitor electrodes.

인장하중하에서의 고분자/거친금속 계면의 파손에 대한 비교연구 II: 접착모델 (Comparative Study on the Failure of Polymer/Roughened Metal Interfaces under Mode-I Loading II: Adhesion Model)

  • 이호영;김성룡
    • 한국재료학회지
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    • 제15권1호
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    • pp.6-13
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    • 2005
  • Copper based leadframe sheets were immersed in two kinds of hot alkaline solutions to form brown-oxide or blackoxide layer on the surface. The oxide-coated leadframe sheets were molded with epoxy molding compound (EMC). After post mold curing, the oxide-coated EMC-leadframe joints were machined to form sandwiched double-cantilever beam (SDCB) specimens. The SDCB specimens were used to measure the fracture toughness of the EMC/leadframe interfaces under quasi-Mode I loading conditions. After fracture toughness testing, the fracture surface were analyzed by various equipment to investigate failure path. An adhesion model was suggested to explain the failure path formation. The adhesion model is based on the strengthening mechanism of fiber-reinforced composite. The present paper deals with the introduction of the adhesion model. The explanation of the failure path with the proposed adhesion model was introduced in the companion paper.

Static stability analysis of graphene origami-reinforced nanocomposite toroidal shells with various auxetic cores

  • Farzad Ebrahimi;Mohammadhossein Goudarzfallahi;Ali Alinia Ziazi
    • Advances in nano research
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    • 제17권1호
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    • pp.1-8
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    • 2024
  • In this paper, stability analysis of sandwich toroidal shell segments (TSSs) with carbon nanotube (CNT)-reinforced face sheets featuring various types of auxetic cores, surrounded by elastic foundations under radial pressure is presented. Two distinct types of auxetic structures are considered for the core, including re-entrant auxetic structure and graphene origami (GOri)-enabled auxetic structure. The nonlinear stability equilibrium equations of the longitudinally shallow shells are formulated using the von Karman shell theory, in conjunction with Stein and McElman approximation while considering Winkler-Pasternak's elastic foundation to simulate the interaction between the shell and elastic foundation. The Galerkin method is employed to derive the nonlinear stability responses of the shells. The numerical investigations show the influences of various types of auxetic-core layers, CNT-reinforced face sheets, as well as elastic foundation on the stability of sandwich shells.

철계 연자성 합금 분말을 함유한 고무 복합재의 전파흡수특성 (Microwave Absorbing Properties of Rubber Composites Containing Soft Magnetic Fe-Alloy Particles)

  • 조한신;김성수
    • 한국분말재료학회지
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    • 제20권2호
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    • pp.125-128
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    • 2013
  • Magnetic and dielectric properties of rubber composites are controlled by using two kinds of high-permeability metal particles with different electrical conductivity (Sendust, Permalloy), and their effect on microwave absorbance has been investigated, focusing on the quasi-microwave frequency band (0.8-2 GHz). Noise absorbing sheets are composite materials of magnetic flake particles of high aspect ratio dispersed in polymer matrix with various filler amount of 80-90 wt.%. The frequency dispersion and magnitude of complex permeability is almost the same for Sendust and Permalloy composite specimens. However, the complex permittivity of the Permalloy composite (${{\varepsilon}_r}^{\prime}{\simeq}250$, ${{\varepsilon}_r}^{{\prime}{\prime}}{\simeq}50$) is much greater than that of Sendust composite (${{\varepsilon}_r}^{\prime}{\simeq}70$, ${{\varepsilon}_r}^{{\prime}{\prime}}{\simeq}0$). Due to the large dielectric permittivity of Permalloy composite, the absorbing band is shifted to lower frequency region. However, the investigation of impedance matching reveals that the magnetic permeability is still small to satisfy the zero-reflected condition at the quasi-microwave frequency band, resulting in a small microwave absorbance lower than 10 dB.

Numerical investigation on the behavior of SHS steel frames strengthened using CFRP

  • Keykha, Amir Hamzeh
    • Steel and Composite Structures
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    • 제24권5호
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    • pp.561-568
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    • 2017
  • Steel frames are widely used in steel structures. Exiting steel structures may be needed to strengthen for various reasons. Carbon Fiber Reinforced Polymers (CFRP) is one of the materials that are used to strengthen steel structures. Most studies on strengthening steel structures have been done on beams and steel columns. No independent study, to the researcher's knowledge, has studied the effect of CFRP strengthening on steel frames. This study explored the use of CFRP composite on retrofitting square hollow section (SHS) steel frames, using numerical investigations. Ten Finite Element (FE) models, which were strengthened with CFRP sheets, were analyzed under different coverage length, number of layers, and location of CFRP composite. One FE model without strengthening was analyzed as a control FE model to determine the increase of the ultimate load in the strengthened steel frames. ANSYS software was used to analyze the SHS steel frames. The results showed that the coverage length and the number of layers of CFRP composite have a significant effect on increasing the ultimate load of the SHS steel frames. The results also showed that the location of CFRP composite had no similar effect on increasing the ultimate load and the amount of mid span deflection of the SHS steel frames.