• Title/Summary/Keyword: Polymer sheer

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Thermal Distribution of Bi-Te Thermoelectric Module with the thickness of Polymer Sheet (고분자 필름의 두께변화에 따른 Bi-Te계 열전모듈의 열분포 특성)

  • Byeon, Jong-Bo;Kim, Bong-Seo;Park, Soo-Dong;Lee, Hee-Woong;Kim, Young-Soo
    • Proceedings of the KIEE Conference
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    • 2005.07b
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    • pp.1675-1677
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    • 2005
  • In case of attaching thermoelectric module and heat source, the polymer sheet is attached on the $AL_{2}O_3$ plate, which Is cold and hot side of thermoelectric module, in order to enhance mechanical safty of the system. It is impossible to calculate the exact distribution of temperature and flow pattern of inner gap of thermoelectric module. Therefore CFD(Computational Fluid Dynamics) analysis was executed to determine the thermo-fluid phenomena and distribution by Fluent. As the result of these analysis, heat transfer was dominated by conduction and the difference of temperature was linear distribution according to the thickness of polymer sheet.

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Experimentally evaluating the seismic retrofitting of square engineered cementitious composite columns using CFRP

  • Akhtari, Alireza;Mortezaei, Alireza;Hemmati, Ali
    • Structural Engineering and Mechanics
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    • v.78 no.5
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    • pp.545-556
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    • 2021
  • The present experimental study evaluated the seismic performance of six engineered cementitious composite (ECC) columns strengthened with carbon fiber reinforced polymer (CFRP) laminates under cyclic lateral loading. The ECC columns damaged and crushed in the first stage of cyclic tests were repaired using the ECC with a certain polyvinyl alcohol (PVA) fiber and strengthened with flexural and sheer CFRP laminates and then re-assessed under the cyclic loading. The effects of some variables were examined on lateral displacement, energy absorption and dissipation, failure modes, crack patterns, load bearing capacity and plasticity, and the obtained results were compared with those of the first stage of cyclic tests. The results showed that retrofitting the ECC columns can improve their performance, plasticity and load-bearing threshold, delayed the concrete failure, changed the failure modes and increased the energy absorbed by the strengthened columns element by over 50%.