• 제목/요약/키워드: Quasi-isotropic

검색결과 102건 처리시간 0.024초

준등방성 적충복합재에 있어 압력이 압축 파괴인성에 미치는 영향에 대한 연구 (A Study of the Pressure Effect on the Compressive Fracture Toughness of Quasi-Isotropic Composites)

  • 이경엽;곽대순;김상녕;이중희
    • Composites Research
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    • 제14권3호
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    • pp.51-56
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    • 2001
  • 섬유강화 고분자기지 복합재에 있어 탄성계수, 최대응력, 최대변형률, 파괴특성 등이 압력에 의해 영향을 받는다는 것은 잘 알려진 사실이다. 본 연구에서는 준등방성이며 두꺼운 두께를 갖는 [0$^{\circ}$/$\pm$45$^{\circ}$/90$^{\circ}$]$_{11s}$ 로 적층된 탄소섬유/에폭시 복합재에 있어 압력을 0.1 MPa, 100 MPa, 200 MPa, 300 MPa로 변화시켜 압축 파괴실험을 수행하였으며 이로부터 압력변화에 따른 파괴특성 변화에 대해 검토하였다. 결과로서 가해진 압력이 증가함에 따라 압축파괴인성은 증가함을 알수 있었다. 구체적으로 압력이 대기압에서 300 MPa으로 증가할 때 압축파괴인성 값은 약 44% 증가하였다.

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The effects of stacking sequence on the penetration-resistant behaviors of T800 carbon fiber composite plates under low-velocity impact loading

  • Ahmad, Furqan;Hong, Jung-Wuk;Choi, Heung Soap;Park, Soo-Jin;Park, Myung Kyun
    • Carbon letters
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    • 제16권2호
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    • pp.107-115
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    • 2015
  • Impact damages induced by a low-velocity impact load on carbon fiber reinforced polymer (CFRP) composite plates fabricated with various stacking sequences were studied experimentally. The impact responses of the CFRP composite plates were significantly affected by the laminate stacking sequences. Three types of specimens, specifically quasi-isotropic, unidirectional, and cross-ply, were tested by a constant impact carrying the same impact energy level. An impact load of 3.44 kg, corresponding to 23.62 J, was applied to the center of each plate supported at the boundaries. The unidirectional composite plate showed the worst impact resistance and broke completely into two parts; this was followed by the quasi-isotropic lay-up plate that was perforated by the impact. The cross-ply composite plate exhibited the best resistance to the low-velocity impact load; in this case, the impactor bounced back. Impact parameters such as the peak impact force and absorbed energy were evaluated and compared for the impact resistant characterization of the composites made by different stacking sequences.

High-cycle fatigue characteristics of quasi-isotropic CFRP laminates

  • Hosoi, Atsushi;Arao, Yoshihiko;Karasawa, Hirokazu;Kawada, Hiroyuki
    • Advanced Composite Materials
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    • 제16권2호
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    • pp.151-166
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    • 2007
  • High-cycle fatigue characteristics of quasi-isotropic carbon fiber reinforced plastic (CFRP) laminates [-45/0/45/90]s up to $10^8$ cycles were investigated. To assess the fatigue behavior in the high-cycle region, fatigue tests were conducted at a frequency of 100 Hz, since it is difficult to investigate the fatigue characteristics in high-cycle at 5 Hz. Then, the damage behavior of the specimen was observed with a microscope, soft X-ray photography and a 3D ultrasonic inspection system. In this study, to evaluate quantitative characteristics of both transverse crack propagation and delamination growth in the high-cycle region, the energy release rate associated with damage growth in the width direction was calculated. Transverse crack propagation and delamination growth in the width direction were evaluated based on a modified Paris law approach. The results revealed that transverse crack propagation delayed under the test conditions of less than ${\sigma}_{max}/{\sigma}_b$ = 0.3 of the applied stress level.

Cutout shape and size effects on response of quasi-isotropic composite laminate under uni-axial compression

  • Singh, S.B.;Kumar, Dinesh
    • Structural Engineering and Mechanics
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    • 제35권3호
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    • pp.335-348
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    • 2010
  • Cutouts are often provided in structural and aircraft components for ventilation, for access, inspection, electric lines and fuel lines or sometimes to lighten the structure. This paper addresses the effects of cutout shape (i.e., circular, square, diamond, elliptical-vertical and elliptical-horizontal) and size on buckling and postbuckling response of quasi-isotropic (i.e., $(+45/-45/0/90)_{2s}$) composite laminate under uni-axial compression. The finite element method is used to carry out the investigation. The formulation is based on first order shear deformation theory and von Karman's assumptions are used to incorporate geometric nonlinearity. The 3-D Tsai-Hill criterion is used to predict the failure of a lamina while the onset of delamination is predicted by the interlaminar failure criterion. It is observed that for the smaller size cutout area there is no significant effect of cutout shape on load-deflection response of the laminate. It is also concluded that the cutout size has substantial influence on the buckling and postbuckling response of the laminate with elliptical-horizontal cutout, while this effect is observed to be the least in case of laminate with elliptical-vertical cutout.

Plane waves in an anisotropic thermoelastic

  • Lata, Parveen;Kumar, Rajneesh;Sharma, Nidhi
    • Steel and Composite Structures
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    • 제22권3호
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    • pp.567-587
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    • 2016
  • The present investigation is to study the plane wave propagation and reflection of plane waves in a homogeneous transversely isotropic magnetothermoelastic medium with two temperature and rotation in the context of GN Type-II and Type-III (1993) theory of thermoelasticity. It is found that, for two dimensional assumed model, there exist three types of coupled longitudinal waves, namely quasi-longitudinal wave (QL), quasi-transverse wave (QTS) and quasi-thermal waves (QT). The different characteristics of waves like phase velocity, attenuation coefficients, specific loss and penetration depth are computed numerically and depicted graphically. The phenomenon of reflection coefficients due to quasi-waves at a plane stress free with thermally insulated boundary is investigated. The ratios of the linear algebraic equations. These amplitude ratios are used further to calculate the shares of different scattered waves in the energy of incident wave. The modulus of the amplitude and energy ratios with the angle of incidence are computed for a particular numerical model. The conservation of energy at the free surface is verified. The effect of energy dissipation and two temperatures on the energy ratios are depicted graphically and discussed. Some special cases of interest are also discussed.

형상비 변화에 따른 불변량과 수정계수를 사용한 적층복합판의 진동해석 (Vibration Analysis of Composite Laminated Plates with Increasing Aspect Ratio by Invariant and Correction Factor)

  • 박제선;이정호;홍창우;이주형
    • 산업기술연구
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    • 제19권
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    • pp.227-233
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    • 1999
  • Simple equations which can predict "exact" values of the natural frequency of vibration for the special orthotropic laminates are presented. Many laminates with certain orientations have decreasing values of $B_{16}$ and $B_{26}$ as the number of plies increases. Such laminates, with $D_{16}=D_{26}{\rightarrow}0$, including the laminates with anti-symmetric configurations can be solved by the same equation for the special orthotropic laminates. If the quasi-isotropic constants are used, the equations for the isotropic plates can be used. Use of some coefficients cab produce "exact" value for laminates with such configurations. Natural frequencies of the plate with varying aspect ratios is presented.

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UWB용 사다리꼴 모노폴 마이크로스트립 안테나 (Trapezoidal Monopole Microstrip Antenna for UWB)

  • 주창복
    • 대한전자공학회논문지TC
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    • 제46권2호
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    • pp.134-140
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    • 2009
  • 본 논문에서는 마이크로스트립구조에서 $3.1{\times}10.6GHz$대역의 UWB 통신을 위한 사다리꼴 안테나모델에 대해 광대역화를 검토하였다. 두 사다리꼴의 마이크로스트립패치 치수를 서로 다르게 한 모노폴의 사다리꼴안테나 모델에 대해 컴퓨터 시뮬레이션을 통하여 UWB의 대역폭에서 반사손실 -10dB(VSWR<2)이하의 임피던스 정합특성을 보이는 안테나의 동작특성을 나타내 보였다. 또한, 본 논문에서 구한 최적화 안테나는 UWB의 전 대역에서 선형위상과 수평면내에서 대체로 무지향 방사특성을 나타내 보인다.

복합적층판으로 구성된 토목건설용 구조물의 예비설계를 위한 간편해석법 (A Simple Method of Analysis for the Preliminary Design of Structures for Civil Construction made of Particular Composite Laminated Plate)

  • 김덕현;원치문
    • Composites Research
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    • 제13권2호
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    • pp.30-39
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    • 2000
  • 고급복합재료(advanced composite material)는 여러 가지 훌륭한 장점에도 불구하고 건설기술자에게는 그 이론이 너무 복잡하여 건설구조에 대한 응용이 지연되고 있다. [$\alpha$/$\beta$/$\beta$/$\gamma$/$\alpha$/$\alpha$/$\beta$]r, $\alpha$=-$\beta$, $\gamma$=$0^{\circ}$또는 $90^{\circ}$와 같은 몇 가지 배향각을 갖은 적층판은, r이 증가함에 따라, $B_{i,j}$ 강성이 0으로 접근한다(1995). 또한 건설구조물은 그 치수가 크고 r이 증가해도 지간 대 두께비가 충분히 커서, 횡방향 변형율($varepsilon_{xz}$, $varepsilon_{yz}$)의 영향이 무시될 수 있다. 이 경우 판의 지배방정식은 간단한 특별직교 이방성 판의 지배방정식으로 변화된다. 김덕현은 토목구조물에 흔히 적용될 수 있는 이러한 배향각을 가진 적층판의 지배방정식을 취급이 간단한 특별직교 이방성 판의 경우로 변경시킨 다음 해석을 더 간단히 진행할 수 있도록 기술자들이 유사 등방성 상수(quasi-isotropic constant)를 사용하여 낯익은 등방성판의 방정식으로 답을 구하고 그가 개발한 "수정계수(correction factor)"를 사용하여 "정확한"해를 구하는 방법을 발표한 바 있다(1991).이 논문에는 [$\alpha$/$\beta$/$\beta$/$\gamma$/$\alpha$/$\alpha$/$\beta$]r 배향각을 갖는 적층판을, 일반기술자들이 이해하기 쉬운 본 논문의 방법으로 해석하는 방법을 제시하고 기술자들의 참고자료로 사용될 수 있는 여러 가지 경우에 대한 고유진동수의 계산결과가 제공되고 있다. 고유진동수의 계산결과가 제공되고 있다.

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Numerical simulations of localization of deformation in quasi-brittle materials within non-local softening plasticity

  • Bobinski, J.;Tejchman, J.
    • Computers and Concrete
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    • 제1권4호
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    • pp.433-455
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    • 2004
  • The paper presents results of FE-calculations on shear localizations in quasi-brittle materials during both an uniaxial plane strain compression and uniaxial plane strain extension. An elasto-plastic model with a linear Drucker-Prager type criterion using isotropic hardening and softening and non-associated flow rule was used. A non-local extension was applied in a softening regime to capture realistically shear localization and to obtain a well-posed boundary value problem. A characteristic length was incorporated via a weighting function. Attention was focused on the effect of mesh size, mesh alignment, non-local parameter and imperfections on the thickness and inclination of shear localization. Different methods to calculate plastic strain rates were carefully discussed.

Possibility of Using the Classical Mechanics for the Preliminary Design of Laminated Composite Structures for Civil Construction

  • Kim, Duk-Hyun-
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1991년도 가을 학술발표회 논문집
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    • pp.115-120
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    • 1991
  • At the preliminary design stage, the orientations of laminae in a laminate are not known. This fact discourages the most of engineers from the beginning. If the quasi-isotropic constants are used, it halps the design engineer greatly to start his work. If conventional mechanics and elasticity theories can be used, the effort for design and analysis is greatly reduced. This paper reports the possibility of using the classical mechanics at the preliminary design stage for the laminated composite primary structure for civil construction. The result is quite promissing.

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