• Title/Summary/Keyword: Long-term exposure test

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Long-term Mechanical Behavior of CFRP-strengthened Steel Members for a Truss Tower

  • Nakamoto, Daiki;Yoresta, Fengky Satria;Matsui, Takayoshi;Mieda, Genki;Matsuno, Kazunari;Matsumoto, Yukihiro
    • International Journal of High-Rise Buildings
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    • v.9 no.4
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    • pp.343-349
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    • 2020
  • This research aimed to clarify the long-term mechanical performance of a steel truss member strengthened by a carbon fiber-reinforced polymer (CFRP) without protective coating through exposure testing. Strengthening and repair methods using CFRP have been developed in recent years; however, there is a lack of durability research for CFRP-strengthened members, especially mechanical performance investigation according to actual exposure testing. In this study, 10 CFRP-strengthening steel specimens were created in 2015, and elastic bending tests were conducted biannually. Eventually, although resin loss occurred due to environmental effects, the mechanical performance of CFRP-strengthened steel was not degraded, and we propose a calculation method of bending stiffness to evaluate the lower value of stiffness for design.

A Study on Correlation Between Accelerated Corrosion Test and Long-term Exposure Test According to the Temperature Condition (온도조건에 따른 철근부식 촉진시험과 장기폭로시험의 상관성에 관한 연구)

  • Park, Sang-Soon;So, Byung-Tak
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.4 no.2
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    • pp.203-208
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    • 2016
  • In this study, to clarify the differences rebar corrosion beginning, through the actual corrosion accelerated test in corrosion time and laboratory test chamber of the structure of the marine environment results in both environments, it is an object of correlation coefficient derived. The accelerated corrosion test was carried out by two case, I.e., one is $20^{\circ}C$ of low temperaure codition(case 1), and the other is $65^{\circ}C$ of high temperaute codition(case 2). Whether corroions occurs, it was measures using half-cell potential method. The results indicated that case 2 is to acclerate the corrosion of rebar about 1.7~1.8 times as compared with case 1, thenthe corrosion of rebar embadded in concrete occurred according to the order of OPC60, FA, BS, OPC35. Correlation coefficient between acclerated corrosion test and long-term exposure test, case 1 is 2.45 to 2.94, and case 2 is 4.37~4.99.

A Study on the Performance Evaluation of Repair Material and Method for Reinforced Concrete Structure by tong Term Exposure Experiment (장기폭로실험에 의한 철근콘크리트 구조물 보수재료 · 공법의 성능평가에 관한 연구)

  • Kim Moo-Han;Kim Yong-Ro;Kim Jae-Hwan;Ho Jang-Jong;Cho Bong-Suk
    • Journal of the Korea Concrete Institute
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    • v.16 no.5 s.83
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    • pp.659-666
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    • 2004
  • In this study, for the establishment of the performance evaluation methods and the quality control standard of durability recovery method, the quantitative exposure data by long term exposure test under the coast and air environment is accumulated and analyzed. Investigating and evaluating the result of exposure test during 18 months of exposure age under the coastal and normal atmosphere environment, micro crack, swelling and spatting of surface coating material crack of repair standards of repair material and method through continuous exposure test in the future.

10 years of outdoor Exposure based on the results of the Carbonation and Salinity Inhibition Finishing Materials Review (옥외 폭로 10년의 결과에 기초한 마감 재료의 중성화 및 염분 억제 효과 검토)

  • Park, Jae-Hong;Hasegawa, Takuya;Osamu, Senbu;Oh, Sang-Gyun;Park, Dong-Choen
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2011.05a
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    • pp.45-47
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    • 2011
  • Finishing materials used during the construction of reinforced concrete structures aid in providing resistance to carbonation and help ensure the durability of a structure. However, detailed examinations of this phenomena using data gained from long-term outdoor exposure are not only lacking, but also are not taken into account as factors affected by the local environment. In this research, the velocity coefficient in terms of carbonation is compared as a difference according to the local region and the averaged annual temperature, and the carbonation-preventive effects of finishing materials are analyzed. As an outcome of this study, the results of long-term carbonation can be evaluated from carbonation resistance R induced by an acceleration carbonation test.

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Long-Term Exposure of Sildenafil Citrate on Sperm Parameters in Rat

  • Suresh, Sekar;Prithiviraj, Elumali;Venkatalakshmi, Nagella;Ganesh, Mohanraj Karthik;Ganesh, Lakshmanan;Lee, Hyun-Jeong;Prakash, Seppan
    • Reproductive and Developmental Biology
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    • v.35 no.4
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    • pp.435-439
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    • 2011
  • Sildenafil citrate (SIL) a phosphodiesterase 5 inhibitor (PDE5I) has been used for long time as a first line oral drug for erectile dysfunction. Though it has beneficial effects on erectile organ it also has some adverse effects in other cells and/or tissues related to reproductive system when exposed to longer duration. The objective of the present study is to evaluate the long term effect of SIL on sperm parameters in Wistar albino rat. The animals are divided into two groups, for group I - rats were treated with saline (vehicle alone) and group - II oral administration of 5 mg/kg b.w. of SIL was administrated orally once in a day for 120 days. At the end of the trial period animals were sacrificed and epididymal sperm were subjected to various analysis. Results showed significant reduction in sperm count, motility, viability and morphologically intact sperm in long term PDE5I exposed animals when compared to control. Acrosomal status and fertility test also showed significant reduction in long term PDE5I exposed animals. The present study clearly indicated that long term SIL has shown to induce alteration in sperm quality and quantity, leading to decline in fertility rate. Indicate that SIL impinge on spermatogenesis as well as epididymal function. Understanding the molecular down-stream events involved in long-term exposure to PDE5 inhibitor can be valuable to supervise on related infertility issues and to suggest corrective measures.

An Experimental Study on the Durability and Reinforcement Corrosion of Polymer Cement Based Repair Material (폴리머시멘트계 단면복구재의 내구성 및 철근부식특성에 관한 실험적 연구)

  • Kim Young Sun;Kim Young Duck;Na Chul Sung;Cho Bong Suk;Kim Gyu Yong;Kim Moo Han
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.11a
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    • pp.487-490
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    • 2005
  • In this study, for the establishment of the performance evaluation methods and the quality control standards of durability recovery method, the data of indoor durability test and the data of the long term exposure test under the coast are accumulated and analyzed. As a result of the indoor test, durability of repair material was more superior to that of plain concrete, but as a result of investigating and evaluating exposure test at 30 month of exposure age under the coastal environment, the difference in electric potential and the reinforcement corrosion at place replaced with repair material are found.

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Aging Characteristics of Polymer Lighting Arrester by Multi-Stress Accelerated Aging Test (복합가속열화시험에 의한 폴리머 피뢰기의 경년특성)

  • Song, Hyun-Seok;Lee, Jae-Bong;Jang, Sang-Ok;Han, Yong-Huei;Oh, Jae-Hyoung
    • Proceedings of the Korean Institute of IIIuminating and Electrical Installation Engineers Conference
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    • 2004.05a
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    • pp.86-89
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    • 2004
  • Recently polymer arresters are being used widely but we don't have appropriate long term characteristics test methods. Therefore we need to develop special test facility to evaluate long term reliability of polymer arresters. It's polymeric housing can be degraded by environmental stress and the interface between housing and inner module can be affected by moisture absorption. This moisture absorption can cause leakage current and tracking in the interface. We developed multi stress accelerated ageing test facility to simulate field conditions including UV, temperature, humidity, voltage, salt fog and rain. In addition, we carried out field exposure test at the outdoor test yard and characteristics analysis of field operated specimens to evaluate accelerating factor of this accelerated aging test.

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Long-Term Degradation Mechanism of GFRP Dowel Bar for Jointed Concrete Pavement under Repeated Freezing-Thawing (동결융해 반복을 받는 콘크리트 포장용 GFRP 다웰바의 장기성능저하 메커니즘)

  • Won, Jong Pil;Jang, Chang Il;Park, Chan-Gi;Lee, Sang Woo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.28 no.3D
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    • pp.325-330
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    • 2008
  • This study carried out the repeated freezing-thawing test in order to understand the long-term degradation mechanism of GFRP dowel bars. The mechanical property measured by shear test. In addition, analyzes repeated freezing-thawing degradation mechanism of GFRP dowel bars by observe the microstructure through Scanning Electron Microscope (SEM) and Gas Physisorption techniques. As the result of test, it was found that the mechanical property didn't decreased as the exposure time to water and repeated freezing-thawing environment. It shows clearly observed microstructure investigations.

Prediction of Non-Genotoxic Carcinogenicity Based on Genetic Profiles of Short Term Exposure Assays

  • Perez, Luis Orlando;Gonzalez-Jose, Rolando;Garcia, Pilar Peral
    • Toxicological Research
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    • v.32 no.4
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    • pp.289-300
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    • 2016
  • Non-genotoxic carcinogens are substances that induce tumorigenesis by non-mutagenic mechanisms and long term rodent bioassays are required to identify them. Recent studies have shown that transcription profiling can be applied to develop early identifiers for long term phenotypes. In this study, we used rat liver expression profiles from the NTP (National Toxicology Program, Research Triangle Park, USA) DrugMatrix Database to construct a gene classifier that can distinguish between non-genotoxic carcinogens and other chemicals. The model was based on short term exposure assays (3 days) and the training was limited to oxidative stressors, peroxisome proliferators and hormone modulators. Validation of the predictor was performed on independent toxicogenomic data (TG-GATEs, Toxicogenomics Project-Genomics Assisted Toxicity Evaluation System, Osaka, Japan). To build our model we performed Random Forests together with a recursive elimination algorithm (VarSelRF). Gene set enrichment analysis was employed for functional interpretation. A total of 770 microarrays comprising 96 different compounds were analyzed and a predictor of 54 genes was built. Prediction accuracy was 0.85 in the training set, 0.87 in the test set and increased with increasing concentration in the validation set: 0.6 at low dose, 0.7 at medium doses and 0.81 at high doses. Pathway analysis revealed gene prominence of cellular respiration, energy production and lipoprotein metabolism. The biggest target of toxicogenomics is accurately predict the toxicity of unknown drugs. In this analysis, we presented a classifier that can predict non-genotoxic carcinogenicity by using short term exposure assays. In this approach, dose level is critical when evaluating chemicals at early time points.

Experimental Study on Long-Term Performance Evaluation of Geosynthetic Strip Reinforcement (띠형 섬유보강재의 장기성능 평가를 위한 실험적 연구)

  • Lee, Kwang-Wu;Kim, Ju-Hyeung;Cho, Sam-Deok;Han, Jung-Geun;Yoon, Won-Il;Hong, Ki-Kwon
    • Journal of the Korean Geosynthetics Society
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    • v.9 no.4
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    • pp.75-84
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    • 2010
  • In this study, the long-term performance tests, which have extensibility, creep deformation, installation resistance and durability characteristic, is conducted to apply geosynthetic strip in field. The strength reduction factors using the test results are evaluated in order to calculate long-term design tensile strength. First, the creep deformation was evaluated by both the stepped isothermal method(SIM) and the time-temperature superposition(TTS) method. The creep reduction factor is reasonable to apply 1.6. Second, the result of installation damage test had little damage of yarn, which affected strength of reinforcement. Therefore, it can be analyzed that the installation damage of geosynthetic strip has little effect of long-term design tensile strength. Finally, the durability reduction factor considering chemical, biological and outdoor exposure resistance is reasonable to apply 1.1, which is considered the stability and economic efficiency of reinforced earth wall using geosynthetic strip.

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