• Title/Summary/Keyword: 미세역학

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Elastoplastic Behavior and Progressive Damage of Circular Fiber-Reinforced Composites (원형섬유강화 복합재료의 탄소성거동 및 점진적 손상)

  • Lee, Haeng Ki;Kim, Bong Rae
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.28 no.1A
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    • pp.115-123
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    • 2008
  • The performance prediction of fiber-reinforced composites has attracted engineer's attention in many fields, and the various theoretical and numerical methods have been proposed to predict the behavior of the fiber-reinforced composites. An evolutionary damage model for progressive interfacial debonding between circular fibers and the matrix is newly incorporated into the micromechanics-based elastoplastic model proposed by Ju and Zhang (2001) in this framework. Using the proposed model, a series of numerical simulations are conducted to illustrate the elastoplastic behavior and evolutionary damage of the framework. Furthermore, the influence of the evolutionary interfacial debonding on the behavior of the composites is investigated by comparing it with the result of a stationary damage model.

Effects of CNT Additions on Mechanical Properties and Microstructures of Cement (CNT 첨가량에 따른 시멘트의 역학성능 및 미세구조의 영향)

  • Oh, Sungwoo;Oh, Kyeong-seok;Jung, Sang-hwa;Chung, Wonseok;Yoo, Sung-won
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.21 no.6
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    • pp.162-168
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    • 2017
  • Carbon nanotube(CNT) is one of the promising construction materials to produce concrete with high strength and durability by adding in the concrete mixtures from various researches. Also, its superior heat conductivity can be one of the options to develop self-heating concrete. In this research, the fundamental study was conducted to investigate mechanical properties and microstructures of cement pastes and mortars by strength tests and porosity measurement with several CNT additions, which were 0 wt%, 0.115 wt%, 0.23 wt% and 0.46 wt% of CNT-cement ratio. Compressive and flexural strength test were conducted at 3, 7 and 28 days, and pore characteristics were investigated by mercury intrusion porosimetry. SEM-EDS and Thermogravimetric analysis(TGA) were conducted to prove the hydration product types and CNT dispersion in the cement matrix. As a result, even though high amount of CNT additions were caused worse performance, mixtures with 0.115 wt% of CNTs developed the similar performance with plain mixture.

Reinforcement of Calcium Phosphate Bioceramics through Microstructure Control

  • Yun, Gyeong-Min;Gong, Yeong-Min;Jeong, Dae-Yong
    • Proceedings of the Materials Research Society of Korea Conference
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    • 2009.11a
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    • pp.42.2-42.2
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    • 2009
  • 인체의 치아 및 뼈는 무기질 성분과 단백질로 구성되어 있다. 생체세라믹스의 일종인 수산화아파타이트(Hydroxyapatite, HA; $Ca_{10}(PO_4)_6(OH)_2$)는 결정학적, 화학적으로뼈의 무기질 성분과 거의 유사하여 실제 체내에 들어가면 주위 뼈와 화학적 반응을 하여 단단한 결합을 이루는 생체활성(bioactive)을 가진 것으로 알려져 있다. 또한, 인산삼칼슘(Tri-Calcium Phosphate, TCP; $Ca_3(PO_4)_2$)은 체내에 이식 시 체액에 용해되어 신생골을 유도하는 생체흡수성(bioresorbable) 세라믹스로 알려져 있다. 상기 2종류를 포함한 인산칼슘계 화합물은 우수한 생체친화성에도 불구하고 역학 특성이 낮아, 하중을 거의 받지 않는 분야에만 사용되고 있는 실정이며, 하중을받는 분야(load-bearing part)에 적용하기 위해서는 고강도/고인성의 세라믹스와의 micro-composite이나 인산칼슘계화합물을 금속 표면에 코팅한 macro-composite의 형태로 사용되고 있다. 하중을 거의 받지 않는 분야, 예를 들어 치아 결손부를 보충할 dental shot과 같은 인산칼슘계 다공질 골충전재의 경우에도 취급 시 잘게 파손되는 문제점이 있어 치과의사들이 어려움을 호소하고 있는 실정이다. 본 연구에서는 HA, TCP의 역학특성을 증진시키고자 소결 공정 제어를 통하여 미세조직을 변화시켰으며, 미세조직 변화에 따른 세포반응성을 골포세포주를 이용하여 평가하였다.

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Mechanical Anisotropy of Jurassic Granites in Korea (국내 주라기 화강암의 역학적 이방성)

  • 서용석;박덕원
    • The Journal of Engineering Geology
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    • v.13 no.2
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    • pp.257-266
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    • 2003
  • Jurassic granites of three sites, Pocheon, Geochang and Habcheon, were tested to investigate the effect of microcracks on Physical and mechanical properties of the granites. Fifteen oriented core specimens were used for the physical property test. The test result shows that porosity is almost proportioned to water content. P-wave velocity is the highest in the direction of axis ‘H’, intersection of two major microcrack sets and the lowest in the axis ‘R’, normal to the rift plane. Compressional strength tests were carried out for each core specimen taken parallel with axes ‘R’, ‘G’ and ‘H’, measuring strains. The results revealed a strong correlation between microcrack orientation and other mechanical properties such as rock strength.