• Journal of electromagnetic engineering and science
• /
• 제16권2호
• /
• pp.67-73
• /
• 2016

This paper presents simple expressions for the effective permeability of bulk metamaterial consisting of ring resonators (RRs) or split ring resonators (SRRs) based on the convenient geometrical factors of the structure compared with wavelength. The resonant frequency dependence of the medium permeability, including loss effects, is analyzed in detail. Inverting the analysis equations, useful design (or synthesis) equations are derived for a systematic design process with some examples. This paper may particularly be useful for the design of a bulk metamaterial with a specific negative relative permeability at a desired frequency. The loss of metamaterials consisting of RRs (or SRRs) is also analyzed over a wide frequency band from 10 MHz to 10 THz.

• Journal of electromagnetic engineering and science
• /
• 제11권3호
• /
• pp.201-206
• /
• 2011

This paper presents a miniaturized epsilon negative (ENG) zeroth-order resonance (ZOR) patch antenna with an improved bandwidth. The miniaturization and the broad bandwidth of the ENG ZOR patch antenna are achieved by using a meandered via and a high permeability substrate instead of a straight via and a dielectric substrate. The use of a meandered via allows miniaturization of the ENG ZOR patch antenna without narrowing the bandwidth. The use of a high permeability substrate allows further miniaturization of the ENG ZOR patch antenna and improvement of the bandwidth. A high permeability substrate consisting of a multi-layered substrate is designed to have a small material loss. The antenna (kr=0.32) has a 10 dB fractional bandwidth of ~1 %, which is 1.74 times as broad as that of an antenna with a dielectric substrate.

• Journal of electromagnetic engineering and science
• /
• 제13권4호
• /
• pp.259-262
• /
• 2013

This paper analyzes the effects of metamaterial slabs with negative permeability when applied to a two-loop wireless power transmission (WPT) system, both in theory and electromagnetic (EM) simulations. The analysis of magnetic flux focusing provided here assumes quasi-magnetostatics or magnetostatics. The slab structures with negative permeability have been realized using the periodically arrayed ring resonators (RRs) at 13.36MHz. Some examples with ideal lossless slabs of -1, -2, and -3 showed a great enhancement of WPT efficiencies when compared with the free space cases. However, practical lossy slabs made of planar copper RRs did not show significant enhancement of WPT efficiencies due to the relatively high losses in the ring resonator (or in the slab consisting of RRs) near the resonant frequency.

• 대한전자공학회논문지TC
• /
• 제45권8호
• /
• pp.69-74
• /
• 2008

본 논문에서는 유전율($\varepsilon'$)과 투자율($\mu'$)이 양수인 double-positive (DPS) 물질에서 정의된 전파 상수를 epsilon-negative(ENG) 물질 (${\varepsilon}'<0,\;{\mu}'>0$), mu-negative (MNG) 물질 (${\varepsilon}'>0,\;{\mu}'<0$), 그리고 double-negative (DNG) 물질 (${\varepsilon}'<0,\;{\mu}'<0$)으로 확장하여 유도하였다. 이와 함께 유전율 손실(${\varepsilon}"$)과 투자율 손실(${\mu}"$)이 전파 상수에 미치는 영향을 분석하여 이 물질에서 전파가 right-handed (RH) 혹은 left-handed (LH)로 동작하는지를 규명하였다. DPS와 DNG 물질은 ${\varepsilon}"$와 ${\mu}"$의 값에 상관없이 각각 RH 그리고 LH 매질로 동작한다. 반면 ENG와 MNG 물질은 (${\varepsilon}'{\mu}"+{\varepsilon}"{\mu}'$)의 부호가 양수이면 RH, 음수이면 LH 매질로 동작하는 특이한 특성을 가진다.

• 대한전자공학회논문지TC
• /
• 제45권8호
• /
• pp.60-68
• /
• 2008

구형 도파관 기법을 이용하여 다양한 모양을 가진 주기적인 metamaterial (MTM) 셀의 복소 유전율과 투자율을 시뮬레이션으로 추출하였다. 이 도파관은 PEC 벽과 PMC 벽으로 구성된 가상적인 것이고, 고려된 MTM 셀의 모양은 thin wire (TW), single split-ring resonator (SSRR), double SRR (DSRR), modified SRR, 그리고 TW와 DSRR이 결합된 구조이다. TW는 음의 유전율/양의 투자율, SRR은 양의 유전율/음의 투자율, 그리고 TW와 DSRR을 합친 구조는 유전율과 투자율이 동시에 음이 되는 영역이 나타남을 확인하였다. 각 셀의 파라미터에 따른 유전율과 투자율의 변화를 살펴보았다. 추가적인 연구로서 상기 도파관 기법의 단점을 보완하는 시 영역 신호를 이용한 추출 방법을 소개했다.

• Journal of electromagnetic engineering and science
• /
• 제13권2호
• /
• pp.134-136
• /
• 2013

This paper examines various aspects of the electromagnetic responses of the ring resonator located in the transverse electromagnetic cell. In addition, an equivalent circuit for the ring resonator is proposed and analyzed based on the electromagnetic phenomenon of the resonator. The equivalent circuit was simply modeled based on the concept of magnetization. A method for achieving a wider operating bandwidth of the negative permeability is provided. The ring resonator with its resonant frequency of 13.56 MHz was designed and its characteristics were examined in terms of S-parameters, effective permeability, loss rate, bandwidth, etc. The circuit and electromagnetic simulation results show an excellent agreement as well as that of theory.

• 대한가정학회지
• /
• 제20권3호
• /
• pp.19-24
• /
• 1982

This study was carried out to investigate the relationship between the water resistance and the air permeability. The results are as follows; 1. In case of the water proofing fabrics, We cannot find that there is any relationship between the water resistance and the air permeability according to the kinds of finishing, while in case of the water repellent finished fabries, we can find that there is a correlationship between them, especially the hydrostatic pressure and the air permeability are found to have negative correlation. 2. In case of the water proofing fabrics, the relationship between the water resistance and the air permeability is not affected by the thickness of the fabrics. On the other hand, in case of the water repellent finished fabrics, the relationship between them is affected by the thickness of the fabrics. Especially, the relationship between the hydrostatic pressure and the air permeability as well as the relationship between the water repellency and the air permeability is effect much by the thickness of the fabrics, too. 3. In case of the water proofing fabrics, the relationship between the water resistance and the air permeability is not affected by fabric count. On the otherhand, in case of the water repellent finished fabrics, the relationship between them is affected by the fabric count. Especially, the relationship between hydrostatic pressure and the air permeability, and the relationship between the water proof and the air permeability are affected much by fabric count.

• Advances in concrete construction
• /
• 제7권4호
• /
• pp.231-239
• /
• 2019

The present study deals with the development of metakaolin-based geopolymer concrete (GPC) and thereafter studying the effects of adding ultra-fine slag on its mechanical and permeability characteristics. The mechanical characteristics including compressive, split tensile, flexural strengths and elastic modulus were studied. In addition, permeability characteristics including water absorption, porosity, sorptivity and chloride permeability were studied up to 90 days. The results showed the effective utilization of metakaolin for the development of elevated temperature cured geopolymer concrete having high 3-day compressive strength of 42.6 MPa. The addition of ultra-fine slag up to 15%, as partial replacement of metakaolin resulted in an increase in strength characteristics. Similar improvement in durability properties was also observed with the inclusion of ultra-fine slag up to 15%. Beyond this optimum content of 15%, further increase in ultra-fine slag content affected the mechanical as well as permeability parameters in a negative way. In addition, the relationship between various properties of GPC was also derived.

• Geomechanics and Engineering
• /
• 제24권6호
• /
• pp.519-529
• /
• 2021

In coal mining activities, the abutment stress of the coal has to undergo cyclic loading and unloading, affecting the strength and seepage characteristics of coal; additionally, it can cause dynamic disasters, posing a major challenge for the safety of coal mine production. To improve the understanding of the dynamic disaster mechanism of gas outburst and rock burst coupling, triaxial devices are applied to axial pressure cyclic loading-unloading tests under different axial stress peaks and different pore pressures. The existing empirical formula is use to perform a non-linear regression fitting on the relationship between stress and permeability, and the damage rate of permeability is introduced to analyze the change in permeability. The results show that the permeability curve obtained had "memory", and the peak stress was lower than the conventional loading path. The permeability curve and the volume strain curve show a clear symmetrical relationship, being the former in the form of a negative power function. Owing to the influence of irreversible deformation, the permeability difference and the damage of permeability mainly occur in the initial stage of loading-unloading, and both decrease as the number of cycles of loading-unloading increase. At the end of the first cycle and the second cycle, the permeability decreased in the range of 5.777 - 8.421 % and 4.311-8.713 %, respectively. The permeability decreases with an increase in the axial stress peak, and the damage rate shows the opposite trend. Under the same conditions, the permeability of methane is always lower than that of helium, and it shows a V-shape change trend with increasing methane pressures, and the permeability of the specimen was 3 MPa > 1 MPa > 2 MPa.

• Geomechanics and Engineering
• /
• 제18권6호
• /
• pp.567-574
• /
• 2019

In order to study the effect of stress and water pressure on the permeability of fractured rock mass under three-dimensional stress conditions, a single fracture triaxial stress-seepage coupling model was established; By using the stress-seepage coupling true triaxial test system, large-scale rock specimens were taken as the research object to carry out the coupling test of stress and seepage, the fitting formula of permeability coefficient was obtained. The influence of three-dimensional stress and water pressure on the permeability coefficient of fractured rock mass was discussed. The results show that the three-dimensional stress and water pressure have a significant effect on the fracture permeability coefficient, showing a negative exponential relationship. Under certain water pressure conditions, the permeability coefficient decreases with the increase of the three-dimensional stress, and the normal principal stress plays a dominant role in the permeability. Under certain stress conditions, the permeability coefficient increases when the water pressure increases. Further analysis shows that when the gob floor rock mass is changed from high stress to unloading state, the seepage characteristics of the cracked channels will be evidently strengthened.