• International Journal of Concrete Structures and Materials
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• 제10권1호
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• pp.47-60
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• 2016

The objective of this study was to evaluate the capability of different strength-maturity models to account for the effect of the hydration heat on the in-place strength development of high-strength concrete specifically developed for nuclear facility structures under various ambient curing temperatures. To simulate the primary containment-vessel of a nuclear reactor, three 1200-mm-thick wall specimens were prepared and stored under isothermal conditions of approximately $5^{\circ}C$ (cold temperature), $20^{\circ}C$ (reference temperature), and $35^{\circ}C$ (hot temperature). The in situ compressive strengths of the mock-up walls were measured using cores drilled from the walls and compared with strengths estimated from various strength-maturity models considering the internal temperature rise owing to the hydration heat. The test results showed the initial apparent activation energies at the hardening phase were approximately 2 times higher than the apparent activation energies until the final setting. The differences between core strengths and field-cured cylinder strengths became more notable at early ages and with the decrease in the ambient curing temperature. The strength-maturity model proposed by Yang provides better reliability in estimating in situ strength of concrete than that of Kim et al. and Pinto and Schindler.

• 산경연구논집
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• 제9권5호
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• pp.83-91
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• 2018

Purpose - The purpose of this study is to explore the introduction and activation of smart training for the effective training of vocational ability development of companies in the 4th industrial revolution era, we analyze the present status of smart training introduction and related difficulties and propose concrete activation plan. Research design, data, and methodology - Through the online survey, we tried to confirm the recognition of corporate about smart training. Questionnaires include what are the benefits, expectations, and difficulties of smart training, etc. The survey was conducted from August 21, 2017 to September 4, 2017. A total of 69 companies participated in the questionnaire. The questionnaire results were analyzed through frequency analysis and contents analysis. Based on the results of the questionnaire, we found out the cause of inhibition of smart training activation and suggested activation strategies. Results - The main reason for the provision of smart training is the expectation of the training performance and the recognition that it is possible to provide training in a flexible manner. The effectiveness of smart training operation was evaluated as a high level of contribution to the development of creative training course and the capacity of training institute. As a result of checking factors that hinders the activation of smart training, the most important reason is that the time and cost burden of the training institutes is excessive. The lack of expertise in the design of smart training courses and the burden of employers and trainees. Conclusions - In order to activate smart training, it is necessary to find solutions to the obstacles at the internal or external level of training institutions. The internal barriers to the training organization are lack of internal competence for preparation and course management. In this regard, we need to consider providing consulting, best practices or guidance in the process of designing and operating smart training. On the other hand, as an external obstacle factor, it is necessary to provide incentives to participate in smart training. In addition, further research is needed on strategies that can lead to participation in smart training from the viewpoint of employers and learners.

• 대한방사선기술학회지:방사선기술과학
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• 제47권3호
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• pp.183-195
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• 2024

Additional functional upgrades to the large-area compton camera (LACC) measurement device that can provide characteristics evaluation information (nuclear species and radioactivity) and two-dimensional or three-dimensional distribution imaging information of radioactive materials existing in surface or internal of concrete structures are required in terms of work stability and efficiency in order to apply to actual decommissioning sites such as nuclear power plants or medical cyclotron facilities by using this measurement device. To this purpose, the technology that allows radiation workers to intuitively and visually check the distribution of radioactive materials in advance by matching the two-dimensional distribution imaging information of radioactive materials obtained through the LACC measurement device and visual imaging of the measurement zone (10 m × 5 m) was developed. In addition, the separate system that can automatically adjust the position (height) in units of the measurement area size (0.7 m × 0.3 m × 0.8 m) of the LACC measurement device was developed and the integrated management system for characteristics evaluation information and two-dimensional or three-dimensional distribution imaging information obtained per unit of measurement for radioactive materials was developed. These functional upgrades related to LACC measurement device can improve work efficiency and safety when measuring radioactivity of concrete structures and enable the establishment of appropriate decommissioning strategies using radioactivity measurement information for decommissioning nuclear power plants or medical cyclotron facilities.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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• pp.903-906
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• 2008

본 연구에서는 황산화세균의 생장과 이에 따른 콘크리트의 생화학적 부식을 실증적으로 분석하기위해 생화학적 부식 시뮬레이션 시험 및 장치를 구축한 후, 세균의 이식방법과 황화수소농도 조건에 따라 크게 2종류의 시험을 진행하였으며, 이에 따른 Thiobacillus novellus의 생장특성과 항균금속의 첨가에 따른 항균성능을 검증할 수 있었다. 우선 황화수소 120ppm의 조건하에서 시험체를 세균배양액에 침지시켜 Thiobacillus novellus을 간접적으로 이식한 시뮬레이션 시험의 경우, 사슬형태의 대단위 군집을 형성하는 Thiobacillus novellus의 급속한 생장과 높은 황원소의 검출을 관찰할 수 있었으나 장기적으로 Thiobacillus novellus의 생을 유도하기는 곤란하였다. 반면 황화수소 50ppm의 조건하에서 황산화세균인 Thiobacillus novellus를 직접 이식한 시뮬레이션 시험의 경우, Thiobacillus novellus의 비교적 장기적인 개별생장이 관찰되었으며, 항균금속을 첨가한 시험체에서 세포막과 내부 조직이 파괴된 Thiobacillus novellus의 개체가 관찰되어 항균금속 성분에 의한 Thiobacillus novellus의 생장억제 성능을 실증적으로 검증하는 것이가능하였다.

• 콘크리트학회논문집
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• 제20권4호
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• pp.495-502
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• 2008

본 연구에서는 황산화세균의 생장과 이에 따른 콘크리트의 생화학적 부식의 단계적인 개연성을 실증적으로 분석하기 위해 고안된 생화학적 부식 시뮬레이션 시험 및 장치를 구축하였으며, 황산화세균인 Thiobacillus novellus의 생장 활성화를 위해 여러 기본조건을 설정하였다. 또한 세균의 이식 방법과 황화수소농도 조건에 따라 크게 2종류의 시험이 진행되었으며, 이에 따른 Thiobacillus novellus의 생장특성과 항균금속의 첨가에 따른 항균성능을 검증할 수 있었다. 우선 황화수소 120 ppm의 조건하에서 시험체를 세균배양액에 침지시켜 Thiobacillus novellus을 간접적으로 이식한 시뮬레이션 시험의 경우, 사슬형태의 대단위 군집을 형성하는 Thiobacillus novellus의 급속한 생장과 높은 황원소의 검출을 관찰할 수 있었으나 장기적으로 Thiobacillus novellus의 생장을 유도하기는 곤란하였다. 황화수소 50 ppm의 조건하에서 황산화세균인 Thiobacillus novellus를 직접 이식한 시뮬레이션 시험의 경우, Thiobacillus novellus의 비교적 장기적인 개별생장이 관찰되었으며, 항균금속을 첨가한 시험체에서 세포막과 내부 조직이 파괴된 Thiobacillus novellus의 개체가 관찰되어 항균금속 성분에 의한 Thiobacillus novellus의 생장억제 성능을 실증적으로 검증하는 것이 가능하였다.