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Fracture Behavior of Advanced Composite Material (첨단복합소재의 파괴거동)

  • 김윤해;김영식
    • Journal of Advanced Marine Engineering and Technology
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    • v.18 no.3
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    • pp.52-62
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    • 1994
  • 기계나 구조물 파괴의 대부분은 노치부를 기점으로 하여 발생하기 때문에 첨단복합재료를 노지부 재로서 안전하면서도 경제적으로 사용하기 위해서는 각종 조건하에 있어서 강도특성을 명확히 하는 것은 대단히 중요하다. 본 연구에서는 노치를 갖는 복합재료를 이용하여 각종조건하에서 강도특성평가실험을 행하였으 며, 얻어진 결과를 종합하면 다음과 같다. (1) 첨단복합재료 노치재는 試驗片의 幾可學的 形狀과는 관계없이 노치반경 p만에 의해 결정되는 최대탄성응력 $\sigma_{max}$일정의 條件下에서 破t짧된다. (2) 破斷時 최소단면에서의 공칭응력 $\sigma_{c}$와 응력집중계수 $K_{t}$와의 관계에 있어서,$\sigma_{c}$의 값이 $K_{t}$의 증대와 더불어 떨어지고 있는 부분과, $K_{t}$와 관계없이 거의 일정하게 되고 있는 부분으로 나누어지는 現象은 노치재의 回轉굽힘 또는 인장압축파열에서 보여지는 현상과 外觀上 對應하고 있다. 즉, 정적파괴와 피로파괴는 파괴의 양상이 비슷하다 (3) PEN수지단체의 경우, 피로균열발생은 점발생적 피로균열이 최대탄성응력에 의해 지배되며, 노치에 만감하며,균열전파수명은전수명에 비해 상당히 짧다. (4) 단탄소섬유강화복합재료의 경우, 피로균열은 섬유端에 응력이 집중하기 때문에 일반적으로 섬유端에서 아주 빠른 시기에 발생하지만, 섬유가 피로균열진전에 대해 방해물로 작용하기때문에 아주 천천히 전파한다. (5) 短탄소鐵維는 피로균열발생에 대해서는 負의 강화작용 전수명의 극히 초기단계에 피로균열 발생을, 피로균열전파에 대해서는 正의 강화작용을 한다. (6) 단탄소섬유를 PEN에 강화함으로 인해 정적강도 보다 피로강도에 더 큰 강화효과를 초래했으며, 선형노치역학의 개녀은 첨단 복합재료의 강도평가에 대단히 유효했다.

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Combined Design Method for Shear and Torsional Moment (전단과 비틀림모멘트 설계의 조합)

  • Min, Chang-Shik
    • Journal of the Korea Concrete Institute
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    • v.23 no.1
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    • pp.57-65
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    • 2011
  • Both shear and torsional moments apply shear stresses on cross-section of a member, which need to be considered in the design. But in the current Korean Building Code, the design equations for shear and torsional moments are expressed in terms of the sectional strength with different units, causing figures to be drawn separately in two axes. If the design equations are expressed in terms of stresses, then the stresses of shear and torsional moments can be added, allowing figures to be drawn in one axis for easy recognition of the design procedure and the final design results. Moreover, the current code's design equations for shear and torsional moments are considered separately with the intention of summing the area of stirrups with respect to unit length for shear moment ($A_{\upsilon}/s$) and torsional moment ($2A_t/s$). Since the size or type of vertical stirrups are predetermined in the design process, the design equations are expressed in terms of the spacing of stirrups rather than the $A_{\upsilon}/s$ and $2A_t/s$ terms, clarifying various design steps and a design process.

Relief of Residual Stress and Estimation of Heat-Treatment Characteristics for Al6061 Alloy by Cryogenic Heat Treatment (극저온 열처리에 의한 Al6061 합금의 잔류응력 제거 및 열처리 특성 평가)

  • Ko, Dae-Hoon;Park, Ki-Jung;Cho, Young-Rae;Lim, Hak-Jin;Lee, Jung-Min;Kim, Min-Byung
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.35 no.10
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    • pp.1145-1153
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    • 2011
  • The purpose of this study is to relieve the residual stress of Al6061 using cryogenic heat treatment. Experimental T6 and cryogenic heat treatments were carried out to define the convective heat-transfer coefficient, which was then applied in the finite-element method (FEM) to predict the residual stress. The predicted residual stress was compared with the residual stress measured by X-ray diffraction (XRD), and the results were in good agreement. The mechanical properties were estimated by measuring the electrical conductivity and hardness. In addition, the size and formation of the precipitations were observed by TEM and XRD analysis for both T6 and cryogenic heat treatments. The effects of the cryogenic heat treatment on the residual stress, mechanical properties, and precipitation of Al6061 alloys were thus confirmed.

Numerical Analysis off-Shape Cracking in Jointed Concrete Pavements (줄눈콘크리트 포장의 T형 균열 발생 원인 수치 해석)

  • Yun, Dong-Ju;Seo, Young-Guk;Kim, Seong-Min
    • International Journal of Highway Engineering
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    • v.11 no.2
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    • pp.141-149
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    • 2009
  • This study was conducted to investigate the causes that induce the T-shape cracks at the joints in the jointed concrete pavements(JCPs). The finite element models of JCP including dowel bars were developed and the stress distribution in the slab was investigated under environmental loads. To investigate the effect of dowel bars on the transverse stresses at the joints that induce the T-shape cracks, the slab curling behavior was analyzed with and without dowel bars. In addition, the stress concentration was investigated when the dowel bar was not installed at the mid-depth of the slab. The results of this study showed that the transverse stresses were not affected by the dowel bars if the dowel bars were installed at the mid-depth of the slab. However, if the dowel bars were not installed at the mid-depth, the transverse stresses were concentrated at the dowel bar locations when the slab curled. The stress concentration was dependent on the contact characteristics between the dowel bar and concrete, and was significantly large when the dowel bar not installed at the mid-depth was located far from the edge of the slab. Therefore, to mitigate T-shape cracking in JCP, dowel bars should be very carefully installed and leveled at the proper locations.

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Study of IoT Module Package Design Optimization for Drop Testing by Drone (IoT 모듈 패키지 디자인 최적화 및 드론에서의 낙하해석 연구)

  • Jo, Eunsol;Kim, Gu-Sung
    • Journal of the Microelectronics and Packaging Society
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    • v.28 no.4
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    • pp.63-67
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    • 2021
  • In order to detect fires that may not be visible to the naked eye, an IoT module that uses changes in Carbon dioxide (CO2) levels and temperature to effectively identify ambers (dying flames) was developed. Finite element analysis was then used to optimize the packaging for this module. Given the nature of ambers, the low power long range LoRa (Long Range) technology was used in the development of this module. To protect the module, a number of packages were designed, and comparative analysis performed on the stress generated when they fall. The results of which show that Model C showed the lowest stress. In addition, unlike other models in which stress concentration was predicted in the module mounting part of the package, in this model the stress concentration phenomenon was predicted in the wing part. It was therefore determined that this approach is ideal for protecting the internal module, and a package to which this was applied was manufactured.

Tensile Characteristics of A12024-T3 under Rapid Heating (급속가열환경에서 A12024-T3의 인장특성)

  • Kim, Jong-Hwan;Kim, Jae-Hoon
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.32 no.8
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    • pp.101-108
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    • 2004
  • The thermomechanical tensile characteristics were evaluated for A12024-T3 under heating rates from $1^{\circ}C/sec\;to\;30^{\circ}C/sec$ by using an infrared heating equipment to simulate aerodynamic heating. The rapid heating test results were compared with tensile test results after 1/2 hour exposure in terms of yield stress to investigate the influence of heating condition. A heating rate-yield temperature parameter was suggested for rapid heating based on time-temperature parameters, and master yield stress curve was obtained by using these parameter. These test results can be used for margin of safety of supersonic vehicle structures subjected to aerodynamic heating.

Maxwell Stress Tensor I. It's Meaning and Inherent Limits (맥스웰 응력텐서 I. 그 의미와 한계에 대하여)

  • Choi, Hong-Soon;Park, Il-Han;Moon, Won-Kyu
    • Proceedings of the KIEE Conference
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    • 2008.07a
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    • pp.610-611
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    • 2008
  • 맥스웰 응력텐서는 전기기기의 전자기력을 해석함에 현재 가장 널리 사용되는 방법 중 하나이다. 본 논문에서는, 맥스웰 응력텐서 자체는 물리적인 의미가 없는 가상적인 응력텐서이며, 고체역학 또는 동역학적인 해석을 위해 이를 물리적인 기계력으로 취하면 안 된다는 것을 보이고자 한다. 물리적 의미를 부여할 수 있는 것은 응력텐서의 발산인 ${\nabla}{\cdot}T$ 이며 이는 전자기 체적력을 의미하고, 중력과 같은 원격 힘이다. 맥스웰 응력텐서의 유도과정을 에너지적인 접근에서 관찰하여 그 과정으로부터 본 결론을 유도 할 수 있음을 보인다. 본 논문은 두 개로 구성되는 데, 본 논문인 I에는 유효성의 한계에 대한 논의, 별도의 연작논문인 II에서는 대안으로서 가상공극을 사용한 체적력 계산법을 제시한다.

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Bed Design of Inducement Nets for Chrysanthemum Cultivation (국화재배용 유인네트의 베드 설계)

  • Suh, Won-Myung;Kim, Young-Ju;Bae, Yong-Han;Min, Young-Bong;Park, Joong-Choon;Huh, Moo-Ryong;Yoon, Yong-Cheol
    • Journal of agriculture & life science
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    • v.43 no.2
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    • pp.47-53
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    • 2009
  • This research is intended to study the induction net of chrysanthemum used in its greenhouse and requiring lots of time for manual work and review the structural safety of a bed and existing greenhouses after designing the bed of a net which increases cropping period by sharply reducing the time of work and provides the bed of induction nets for cultivating chrysanthemum with its existing and new greenhouse. The review of sectional and biodynamic properties in 15 kinds of materials has revealed that the pipes of ${\phi}38.1{\times}1.7t$and ${\phi}38.1{\times}2.0t$ didn't exceed stress ratio but did 10mm drooping allowance. For this reason, the pipe of ${\phi}48.1{\times}1.5t$ net both stress ratio and drooping allowance. For the safety, the middle chamber should be designed into Truss type owing to bed load, wind load, and snow load when the bed of an induction net is installed in the middle chamber. When installing the middle chamber with a truss type, the greenhouse of chrysanthemum in Geochang area needs proper reinforcements because the stress in colullllls and wind proof walls exceeds stress allowance regardless of the installation of a bed.

Engineering Characteristics of Crushed Rockfill Material

  • Lee, Young-Huy
    • Geotechnical Engineering
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    • v.13 no.3
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    • pp.63-76
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    • 1997
  • To investigate the engineering characteristics of crushed rockfill material, the large-scaled triaxial tests have been carried out, The rpckfill is made from the greywacke, and the 3 parallel gradations with different maximum particle size(dmu=38.1mm, 25.4mm and 19.1mm) were designed for the test. The dimension of the specimen is 300mm in diameter and 600mm in height, and the applied confining stress varied from 5t/$51.6^{\circ}$ to 60t/$51.6^{\circ}$. The test results show that the influence of the maximum particle size on the stress -strain r$51.6^{\circ}\; to\; 40.5^{\circ}$ when the confining stress increases from 5t/$51.6^{\circ}$ to 60t/$51.6^{\circ}$ The hyperbolic parameter values estimated from the test result for rockfill are much different from the recommended values by Duncan et. at(1980) for GW and GP material, especially in the $\phi$ ad K-values.

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Thermal Properties and Crystallization Behaviors of Poly(ethylene terephthalate) at Various Annealing Conditions (열처리 조건에 따른 폴리(에틸렌 테레프탈레이트)의 열적 특성 및 결정화 거동)

  • 류민영;배유리
    • Polymer(Korea)
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    • v.27 no.2
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    • pp.113-119
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    • 2003
  • The thermal properties and crystallization behaviors of poly(ethylene terephthalate) (PET) were investigated by controlling the annealing conditions of PET sample, such as relative humidity, temperature, and time. The variations of moisture content, glass transition temperature ($T_g$) and cold crystallization temperature ($T_{\propto}$) were examined after annealing the PET sample. Subsequently crystallization process was performed with the annealed PET specimen, and then the degree of crystallinity and heat distortion temperature (HDT) of variously crystallized PET specimen were examined. Residual stress relaxation in the injection molded PET sample after annealing was also observed through polarized films. Moisture content in the PET specimen increased up to 6000 ppm with increasing the relative humidity, temperature, and time of annealing. $T_g$ and $T_{\propto}$ of the annealed PET specimen decreased with increasing moisture content. The degree of crystallinity increased as increasing moisture content in the PET specimen. However for same moisture content, the degree of crystallinity varied with annealing conditions. The relaxations of residual stress in the PET sample differed from annealing conditions, and the maximum degree of crystallinity increased with decreasing residual stress in the PET sample.