• Title/Summary/Keyword: dynamic tests

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Control of Gaseous Styrene Using a Bioactive Foam Reactor (계면활성제 미생물반응기를 이용한 기체상 스타이렌 제어)

  • Shin, Shoung-Kyu;Song, Ji-Hyeon
    • Journal of Korean Society of Environmental Engineers
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    • v.28 no.7
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    • pp.770-775
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    • 2006
  • Biofilters packed with various materials commonly show problems such as low performance and clogging in a long-term operation. Recently, a bioactive foam reactor(BFR) using surfactants has been suggested to ensure efficient and stable VOCs removal performance. This study was mainly conducted to investigate the feasibility of the BFR system using styrene as a model compound. An abiotic md a biotic tests were conducted to estimate a mass transfer coefficient($K_La$) and a specific substrate utilization coefficient(k) for the BFR, showing the rate of mass transfer was greater in the BFR than in other diffuser systems. A dynamic loading test also indicated that the performance of the BFR was stable under a shock loading condition. Furthermore, the maximum elimination capacity of the BFR was determined to be 109 $g/m^3/hr$ for styrene, which was much higher than those for biofilter systems generally reported in the literature. Overall, the experimental results suggest that the BFR be a potential alternative to the conventional packed-bed biofilters.

Free and Ambient Vibration of Steel-Deck Truss Bridge (강합성 데크 트러스 보도교의 자유진동해석 및 상시진동실험에 관한 연구)

  • Jung, Sung Yeop;Oh, Soon Taek
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.16 no.4
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    • pp.60-68
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    • 2012
  • This study describes an analytical and experimental investigation of the pedestrian steel-deck truss bridge in the City of Rochester, New York, U.S.A. This investigation was undertaken to provide assurance that this important bridge continues to be functional for this use. An ambient vibration experiment on full-scale structures is a way of assessing the reliability of the various assumptions employed in the mathematical models used in analysis. It is also the most reliable way of determining the structural parameters of major importance in structural dynamics, such as the mode shapes and the associated natural frequencies. Pedestrian-induced vibrations have been measured on the bridge to determine the displacement and the vertical and transverse dynamic characteristics of the steel deck truss. In the analytical modeling, three-dimensional finite element analysis was developed and validated against the ambient tests.

Numerical Investigation for Cumulative Damage Assessment of a One-way RC Slab subjected to Consecutive Explosions (전산수치해석을 이용한 일방향 철근콘크리트 슬래브의 연속폭발 누적피해 평가기법 연구)

  • Ji, Hun;Sung, Seung-Hun;Chong, Jin Wung;Choi, Yoon Soo
    • Journal of the Korea Society for Simulation
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    • v.29 no.2
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    • pp.119-127
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    • 2020
  • This study numerically investigated a structural behavior subjected to consecutive explosions. To this end, a small scale one-way reinforced slab (RC) with fixed-fixed boundary condition was considered as the target structure, and a commercial software, LS-DYNA, was utilized for finite element (FE) analysis. Prior to performing FE analysis, preliminary tests were carried out to verification of a computational model for the one-way RC slab. In the numerical simulation, identical blast loads were consecutively applied to the structure, and cumulative damage assessment were carried out based on its maximum dynamic displacements. As a result of the numerical simulation, it was found that maximum displacements considering permanent deformation due to a prior explosion were almost linearly increased in every explosion until the hazardous damage threshold.

Re-distribution of Welding Residual Stress Due to Tensile Pre-load and Its Effects on Fatigue Strength in Padding Plate Weldment (Padding plate 용접구조의 인장 정하중 이력에 의한 용접잔류응력 변화 및 피로강도에의 영향)

  • S.W. Kang;Y.W. Kim;W.S. Kim;D.H. Kim
    • Journal of the Society of Naval Architects of Korea
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    • v.38 no.4
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    • pp.75-82
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    • 2001
  • Static loadings on ship structure induced either by water pressure before service such as a tank test and ballasting or by cargo pressure during first laden voyage cause relatively much greater stress than dynamic loadings induced by wave. With these static pre-loadings, the initial residual stresses around welded joint, where fatigue strength is concerned(in most cases, where stress concentration occurs) are expected to be shaken-down in a great extent by the elasto-plastic deformation behavior of material. Therefore, it is more resonable to assess the fatigue strength of ship structure with S-N data which have taken into account the effect of shaken-down residual stresses(re-distributed stresses) on the fatigue strength. In this research work, the re-distribution of residual stresses by the tensile pre-loading is measured using an ordinary sectioning method for specimens of padding plate weldment. Fatigue tests are performed also to evaluate the fatigue strength of the both as-welded and pre-loaded specimens.

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Dynamic Resistance of Anchor using Blasting Test and Numerical analysis for Earthquake (발파실험과 내진해석을 통한 Anchor의 동적 저항성에 관한 연구)

  • Choi, Kyung-Jip;Cho, Kook-Hwan
    • Journal of the Korean Society for Railway
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    • v.20 no.4
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    • pp.500-511
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    • 2017
  • Recently, as earthquakes have occurred in Gyeongju, interest in the stability of structures against vibration from earthquakes has increased. In Korea, the capacity of load resistance is mainly considered in the design of anchors. However, the vibration resistance characteristics of anchors have not been fully elucidated. The traditional type of anchor, which is a frictional resistance anchor, is often reported to fail due to vibration in construction procedures, such as blasting. The expansion type of anchor, on the other hand, could have more resistance to vibration but its capability of demonstrating vibratory resistance has to be investigated. In order to verify the vibratory resistance characteristics of expansion anchors against blasting and earthquake vibration, field tests and numerical analyses for seismic wave were performed. Field blasting test results show that the expansion anchor has better capability against vibratory load than does the frictional type anchor. Numerical analysis to earthquake also show that the expansion type anchor provides more resistance than does the frictional type anchor.

The effects of closed kinetic chain exercise and open kinetic chain exercise in improving the balance of patients with hemiplegia (닫힌 사슬운동과 열린 사슬운동이 편마비 환자의 균형에 미치는 영향)

  • Kim, Yong-Jeong;Kim, Taek-Yean;Oh, Duck-Won
    • The Journal of Korean Academy of Orthopedic Manual Physical Therapy
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    • v.15 no.1
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    • pp.22-31
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    • 2009
  • Purpose The purpose of this study was to compare the effects of closed kinetic chain exercise and open kinetic chain exercise in improving the balance of patients with hemiplegia. Methods Ten patients with stroke were randomly allocated to either a closed kinetic chain exercise (CKC) group(n=5) or an open kinetic chain exercise(OKC) group(n=5). The subjects of each group followed the exercise regimen of their respective groups, and each exercise was performed for 50 mins per day, 3 days per week, for 4 weeks. Assessment was made using Berg Balance Scale (BBS), One Leg Standing(OLS) test, and Timed up and go(TUG) test. The 2 groups were assessed twice: before and after the intervention. Results The TUG test score was significantly different in the CKC group between before and after intervention (p<.05); however, there was no such deference in the OKC group (p>.05). Further, the scores of the BBS and OLS tests were not significantly different for the 2 groups between before and after intervention (p>.05). The hanges in these BBS and OLS score were not significantly different(p>.05); however, there was a significant difference in the change in the TUG scores (p<.05). Conclusion On the basis of the results of this study, we found that the closed kinetic chain exercise is more effective in improving the walking ability and dynamic balance in patients with stroke. Future studies are warranted in this regard.

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Developement of the reinforced acrylic-based hybrid denture composite resin with vinyloligosilsesquioxane (POSS)

  • Nam, Kwang-Woo;Chang, Myung-Woo;Chang, Bok-Sook;Han, Dong-Hoo;Shim, June-Sung;Chang, Ik-Tae;Heo, Seong-Joo;An, Jung-Ho;Chung, Dong-June
    • The Journal of Korean Academy of Prosthodontics
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    • v.38 no.6
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    • pp.782-790
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    • 2000
  • The mainly used polymeric material for the denture is PMMA because of its cost and easiness to handle. So it was widely used material among dentists for past decades. But the acrylic-based denture materials have several common weak points such as shrinkage after curing and lack of strength. In order to solve these problems, we adapted one of hybrid system using acrylic polymer and vinyloligosilsesquioxane(POSS). POSS, which is a well known expandable monomer during polymerization process, may eventually suppress volumetric shrinkage. And the hybrid system makes it possible for the polymer to be stable in various severe conditions. Eight different kinds of samples were designed and synthesized. Each samples were characterized with dynamic mechanical analyser(DMA) to confirm their thermodynamic properties, fractured to analyze the cross-sectional morphology of the samples. And elongation, flexural and impact tests were also executed to evaluate the mechanical properties of the samples. From the results, hybrid composites had well defined crosslinked network structure compared to the widely used denture materials, and the mechanical strength improved without changing any surface condition as increment with POSS ratio in hybrid system. Fractured morphology showed homogeneous surfaces in spite of mutli component system, therefore we can conclude that the adoption of the POSS brought the reinforcement of the denture resin.

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Flow Stress Properties of Electric Resistance Welded Small-Sized Subsea Pipeline Subjected to Temperature and Strain Rate Variations (심해저용 전기 저항 용접 소구경 송유관 소재의 온도 및 변형률 속도 에 따른 유동 응력 특성)

  • Kim, Younghun;Park, Sung-Ju;Yoon, Sung-Won;Choung, Joonmo
    • Journal of Ocean Engineering and Technology
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    • v.29 no.3
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    • pp.241-248
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    • 2015
  • A subsea pipeline for oil/gas transportation or gas injection is subjected to extreme variations in internal pressure and temperature, which can involve a strain rate effect on the pipeline material. This paper describes the flow stress characteristics of a pipeline material called API 5L X52N PSL2, using and experimental approach. High-speed tensile tests were carried out for two metal samples taken from the base and weld parts. The target temperature was 100℃, but two other temperature levels of –20℃and 0℃ were taken into account. Three strain rates were also considered for each temperature level: quasi static, 1/s, and 10/s. Flow stress data were proposed for each temperature level according to these strain rates. The dynamic hardening behaviors of the base and weld metals appeared to be nonlinear on the log-scale strain rate axis. A very high material constant value was required for the Cowper-Symonds constitutive equation to support the experimental results.

Foundation-soil-foundation Interaction of Shallow Foundations Using Geo Centrifuge: Experimental Approach (원심모형실험을 이용한 얕은 기초의 기초-지반-기초 상호작용: 실험적 접근)

  • Ngo, Linh Van;Kim, Jae-Min;Lim, Jaesung;Lee, Changho
    • Journal of the Korean Geotechnical Society
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    • v.34 no.1
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    • pp.25-35
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    • 2018
  • Geocentrifuge tests are performed to investigate the structure-soil-structure interaction of shallow foundations that have various sizes. The soil specimen is prepared by using the air-pluviation, and the dynamic responses of the foundation are monitored with separation distances between the two foundations and the embedment. During the centrifugal test, the measured ground acceleration shows a tendency to increase with the increase of the input seismic amplitude, and maximum acceleration is measured at the surface due to the ground amplification. As the separation distance between the two foundations decreases, the ratio of the response spectral acceleration (RRS) increases and the period at the peak RRS decreases due to the structure-soil-structure interaction (SSSI). The RRS of the two foundations tends to decrease when the foundations are buried in the ground at the same separation distance.

The Effect of Organizational Culture Types on Service Quality and Customer Satisfaction in the Military Hospital Organizations (군 의료기관의 조직문화 유형이 의료서비스 질과 고객만족에 미치는 영향)

  • Shin, Dong Sun;Lee, Jae Hee
    • Korea Journal of Hospital Management
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    • v.21 no.4
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    • pp.23-44
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    • 2016
  • We conducted this research for the purpose of examining the effects of organizational culture on service quality and customer satisfaction in the military hospital organizations in Korea. The research samples were collected from employees in 12 military hospitals belonged to the Armed Forces Command. For the analysis we used SPSS 18.0 and AMOS 20.0 program for conducting reliability tests, confirmatory factor analysis, and structural equation model analysis in order to find the relationship between the variables analyzed. The result of this study shows that the military hospitals in Korea have strong relationship-oriented culture, but weak hierarchy-oriented culture. Among the three groups of military hospitals, innovation-oriented culture and relationship-oriented culture were the strongest in the executive agency hospital group, task-oriented culture was the strongest in the group of the he frontline hospitals and hierarchy-oriented culture was the strongest in the group of the rear area hospitals. It was found that the executive agency hospitals have the strongest service quality and customer satisfaction among the hospital groups analyzed. This research also found that relationship-oriented culture and innovation-oriented culture have a direct positive(+) effect on service quality; hierarchy oriented culture has a direct negative(-) effect on service quality; task oriented culture has a direct positive(+) effect on customer satisfaction, and service quality mediated between organizational culture and customer satisfaction. The findings from this study suggests that implementing the dynamic strategies for organizational culture with focus on service qualities is needed given that customer satisfaction in the military hospitals is highly affected by service quality.