• Title/Summary/Keyword: technology absorption capacity

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The Changes of the Hydrogenation Properties of Zr0.9Ti0.1Cr0.7Fe1.3 Alloy Upon the Pressure Induced Hydriding-Dehydriding Cycling (수소흡수-방출 사이클에 의한 Zr0.9Ti0.1Cr0.7Fe1.3 합금의 수소화 반응 특성의 변화)

  • Lee, Jon-Ha;Lee, Jai-Young
    • Transactions of the Korean hydrogen and new energy society
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    • v.2 no.1
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    • pp.29-37
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    • 1990
  • The effect of pressure cycling of $Zr_{0.9}Ti_{0.1}Cr_{0.7}Fe_{1.3}$ on the hydrogenation properties was investigated using the P-C-Isotherm curves and hydrogen absorption rate curves in the isotherm condition. The reversible hydrogen absorption capacity was decreased about 45 % after 3300 cycles. In the case of activated sample, the rate controlling steps of hydriding reaction changed from the surface reaction to the hydrogen diffusion process through hydride phase sequentially as reaction proceeded. After 3300 cycles, the sequential change of rate controlling step was same as activated one. However, the hydrogen absorption rate significantly decreased. It is suggested that the degradation of $Zr_{0.9}Ti_{0.1}Cr_{0.7}Fe_{1.3}$ can be interpreted with the formation of $ZrFe_3$ phase at the particle surface.

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The Success Factors on Private-Public Technology Collaboration of SMEs (중소기업의 산·연 기술협력 성과 영향 요인)

  • Lee, Chang-yeon;Kim, Byung-Keun
    • Journal of Korea Technology Innovation Society
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    • v.22 no.3
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    • pp.416-445
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    • 2019
  • This study aims at examining the relationship among entrepreneurial orientation, absorption capability, alliance capability and cooperation performance in technological cooperation between SMEs and government-funded R&D Institutes. For empirical analysis, the study conducted a survey on total 2,895 SMEs participating in the technological cooperation programs operated by government-funded R&D Institutes, and collected 332 survey responses. Data were analysed using a structural equation model. Empirical results show that entrepreneurial orientation, absorption capability, and alliance capability influenced the performance of technological cooperation. In addition, alliance capability has a significant effect on absorptive capacity. In order for the technology cooperation between SMEs and government-funded research institutes being successful, efforts are needed to secure companies' entrepreneurial orientation, absorption capability and alliance capability that has the capabilities that SMEs needs for technological cooperation.

The Influence of Acrylic Resin Solution Concentration on Properties of Recycled Fine Aggregate (아크릴 수지 농도 차이가 순환잔골재의 물성에 미치는 영향)

  • Kkot-Nim Park;Ji-Hyun Kim;Chul-Woo Chung;Young-Chan Kim
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.12 no.2
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    • pp.188-195
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    • 2024
  • Recently, the use of recycled aggregates from construction waste has been introduced as a solution for environmental problems and aggregate shortage. In spite of the various methods to promote recycling of recycled aggregate, the use of recycled aggregate as the structural aggregate has been limited because the quality of recycled aggregate(especially recycled fine aggregate) has been considered lower than that of natural aggregate. In this work, recycled fine aggregate was immersed for an hour in acrylic resin solutions of various concentrations to improve its quality, the appropriate immersion concentration was selected by measuring the absorption capacity and skeletal density of the recycled fine aggregate, and mortar specimens were prepared to evaluate the mechanical performance in order to propose a applicable treatment process to promote the use of recycled fine aggregate. According to the experimental results, as the acrylic resin concentration increased, the absorption capacity and skeletal density of the recycled fine aggregate decreased. The absorption capacity was lowest at acrylic resin concentrations around 6 to 8 %. However, among mortar specimens made of recycled fine aggregate immersed in acrylic resin solution, the compressive strength was the highest at 4 % acrylic resin concentration, suggesting that the use of higher concentration acrylic resin solution can actually lower the compressive strength of mortar.

Mass Transfer and Hydraulic Kinematic Character Using Lattices Packings by Countercurrent Flow of Gas-Liquid Phase in Packing Column (격자형 충진물을 이용한 충진탑내 기액상의 역류에 의한 물질전달과 수력학적 동특성)

  • Kim, Jang-Ho;Ha, Sang-An
    • Journal of Ocean Engineering and Technology
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    • v.2 no.2
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    • pp.130-137
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    • 1988
  • This thesis introduced that character of a treatment technique for a mading synthetic resin Hifiow-Ring. The material system of packings make an experiment air$NH_{3}$/air$H_{2}SO_{4}$, $SO_{2}$-air/NaOH, $NH_{3}$-air/$/H_{2}SO_{4}$ under general conditions. Lattices packing compared with conventional packings was proved low pressure loss and high separation efficiency for high loading per trans unit. And an inflow materal tested for absorption and rectification, it made an experiment under a range regular temperature, low energy and small amount of money. That made possible in simple equation, volume material tranfer coefficient$\beta_{L}$ . a by absorption or $\beta_{V}$ .a calculated in all range loading. The peculiarity pressure loss $\Delta\;P/NUT_{ov}$ for Hiflow-ring contributed to a fall cost of energy, a grade number of a vacuum rectification and absorption calculation.

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Butane Working Capacity Evaluation of HC Adsorption Filter for Evaporative Gas to Satisfy PZEV Regulation (PZEV 대응 증발가스 흡착필터의 부탄 흡탈착 능력 평가)

  • Kim, Deok-Jung;Lee, Gee-Soo;Kim, Hyun-Chul;Heo, Hyung-Seok;Na, Byung-Chul;Choi, Seung-Bae;Ra, Wan-Yong;Cho, Yong-Seok
    • Transactions of the Korean Society of Automotive Engineers
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    • v.17 no.4
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    • pp.133-138
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    • 2009
  • The continued rise in the number of automobiles on the roads is prompting air pollution to emerge as a serious problem due to the harmful exhaust gas emissions throughout the world. Specifically, based on the exhaust gas regulation in North America represented by PZEV, the regulation on evaporative emission, which originates from the intake manifold system when the engine is stopped, is substantially being intensified. And the technology that can meet and satisfy these regulations has been needed. This study aimed to analyze and evaluate the butane working capacity (BWC) of HC adsorption filter according to the shape of it, which was developed to reduce evaporative emission, and the effect of HC adsorption filter on the engine performance. As a results, HC adsorption filter of the plate type, which was improved compared to that of the corrugated type and also became thinner, indicates higher absorption performance compared to the corrugated one. The absorption performance of the honeycomb type, derived from improving the shape of plate type, is 33.5% higher than that of the corrugated type. However, there was no significant difference in engine performance in all shapes.

A Study on the Moderating Effects of Motivation in Technological Entrepreneurship, Absorption Capacity and Creative Product in the Convergence Era (융복합시대의 기술적 기업가정신, 흡수역량과 창의성과 간에서 동기부여의 조절효과에 관한 연구)

  • Cho, Yong-Hwa;Han, Byung-Cheol;Kim, Eun-Kyeong;Song, Chan-sub;Lee, Sun-Kyu
    • Journal of Digital Convergence
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    • v.16 no.12
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    • pp.243-256
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    • 2018
  • To use external knowledge for Creative product, This study suggests the model of Technological entrepreneurship, Absorptive capacity - Potential absorptive capacity(PACAP), Realized absorptive capacity (RACAP), Creative product and moderating effect of Motivation. This model was set up though literature research method. Empirical analysis was conducted by using 487 questionnaires from workers of electronic industry in Kyung-buk. Results of study are as followings; 1. Technological entrepreneurship related positively to Creative product. 2. Creative product was affected through process in order of Technological entrepreneurship, PACAP, RACAP. 3. Intrinsic motivation strengthens the relation between Technological entrepreneurship and PACAP. 4. Extrinsic motivation strengthens the relation between PACAP and RACAP. This results will contribute to the improvement of Creativity and the utilization of external knowledge.

A Study on Synthesis Process of Zeolite 4A for Improvement of Properties as a Detergent Builder (세제 빌더용 제올라이트 4A의 물성 향상을 위한 합성공정 연구)

  • Cho, Yong-Sik;Lee, Won-Young;Hong, Ji-Sook;Suh, Jeong-Kwon;Ryu, Seung-Kon
    • Korean Chemical Engineering Research
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    • v.47 no.4
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    • pp.488-494
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    • 2009
  • Zeolite 4A was prepared by new synthesis method, 2-step crystallization, for enhancement of oil absorption capacity. Vietnamese sand and $NaAlO_2$ solution from natural bauxite were used as raw materials in stead of conventional cullet and $Al(OH)_3$ to reduced the processing cost. Some dissolved organics in $NaAlO_2$ solution were removed by activated carbon. Synthetic method was progressed by 1) reacting the raw materials at $55^{\circ}C$, 4 hr with the ratio of Si/Al to 1.15, and 2) reacting at $65^{\circ}C$, 5 hr with reducing the ratio of Si/Al to 0.98. New method can easily control the particle size, aggregation, surface polarity, and enhanced the whiteness of the products. The prepared zeolite 4A shows excellent oil absorption capacity(O.A.C>50 ml/100 g) as well as equal value with calcium ion exchange capacity, and proves the 2-step crystallization is the economic and effective process for the preparation of zeolite 4A.

Numerical finite element study of a new perforated steel plate shear wall under cyclic loading

  • Farrokhi, Ali-Akbar;Rahimi, Sepideh;Beygi, Morteza Hosseinali;Hoseinzadeh, Mohamad
    • Earthquakes and Structures
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    • v.22 no.6
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    • pp.539-548
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    • 2022
  • Steel plate shear walls (SPSWs) are one of the most important and widely used lateral load-bearing systems. The reason for this is easier execution than reinforced concrete (RC) shear walls, faster construction time, and lower final weight of the structure. However, the main drawback of SPSWs is premature buckling in low drift ratios, which affects the energy absorption capacity and global performance of the system. To address this problem, two groups of SPSWs under cyclic loading were investigated using the finite element method (FEM). In the first group, several series of circular rings have been used and in the second group, a new type of SPSW with concentric circular rings (CCRs) has been introduced. Numerous parameters include in yield stress of steel plate wall materials, steel panel thickness, and ring width were considered in nonlinear static analysis. At first, a three-dimensional (3D) numerical model was validated using three sets of laboratory SPSWs and the difference in results between numerical models and experimental specimens was less than 5% in all cases. The results of numerical models revealed that the full SPSW undergoes shear buckling at a drift ratio of 0.2% and its hysteresis behavior has a pinching in the middle part of load-drift ratio curve. Whereas, in the two categories of proposed SPSWs, the hysteresis behavior is complete and stable, and in most cases no capacity degradation of up to 6% drift ratio has been observed. Also, in most numerical models, the tangential stiffness remains almost constant in each cycle. Finally, for the innovative SPSW, a relationship was suggested to determine the shear capacity of the proposed steel wall relative to the wall slenderness coefficient.

Assessment of the characteristics of ferro-geopolymer composite box beams under flexure

  • Dharmar Sakkarai;Nagan Soundarapandian
    • Advances in concrete construction
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    • v.15 no.4
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    • pp.251-267
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    • 2023
  • In this paper, an experimental investigation is carried out to assess the inherent self-compacting properties of geopolymer mortar and its impact on flexural strength of thin-walled ferro-geopolymer box beam. The inherent self-compacting properties of the optimal mix of normal geopolymer mortar was studied and compared with self-compacting cement mortar. To assess the flexural strength of box beams, a total of 3 box beams of size 1500 mm × 200 mm × 150 mm consisting of one ferro-cement box beam having a wall thickness of 40 mm utilizing self-compacting cement mortar and two ferro-geopolymer box beams with geopolymer mortar by varying the wall thickness between 40 mm and 50 mm were moulded. The ferro-cement box beam was cured in water and ferro-geopolymer box beams were cured in heat chamber at 75℃ - 80℃ for 24 hours. After curing, the specimens are subjected to flexural testing by applying load at one-third points. The result shows that the ultimate load carrying capacity of ferro-geopolymer and ferro-cement box beams are almost equal. In addition, the stiffness of the ferro-geoploymer box beam is reduced by 18.50% when compared to ferro-cement box beam. Simultaneously, the ductility index and energy absorption capacity are increased by 88.24% and 30.15%, respectively. It is also observed that the load carrying capacity and stiffness of ferro-geopolymer box beams decreases when the wall thickness is increased. At the same time, the ductility and energy absorption capacity increased by 17.50% and 8.25%, respectively. Moreover, all of the examined beams displayed a shear failure pattern.

Behavior of geopolymer and conventional concrete beam column joints under reverse cyclic loading

  • Raj, S. Deepa;Ganesan, N.;Abraham, Ruby;Raju, Anumol
    • Advances in concrete construction
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    • v.4 no.3
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    • pp.161-172
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    • 2016
  • An experimental investigation was carried out on the strength and behavior plain and fiber reinforced geopolymer concrete beam column joints and the results were compared with plain and steel fiber reinforced conventional concrete beam column joints. The volume fraction of fibers used was 0.5%. A total of six Geopolymer concrete joints and four conventional concrete joints were cast and tested under reversed cyclic loading to evaluate the performance of the joints. First crack load, ultimate load, energy absorption capacity, energy dissipation capacity stiffness degradation and moment-curvature relation were evaluated from the test results. The comparison of test results revealed that the strength and behavior of plain and fiber reinforced geopolymer concrete beam column joints are marginally better than corresponding conventional concrete beam column joints.