Study on dynamic interaction between crack and inclusion or void by using XFEM

Shouyan Jiang,Chengbin Du 국제구조공학회 2017 Structural Engineering and Mechanics, An Int'l Jou Vol.63 No.3

This paper devoted to study dynamic interaction between crack and inclusion or void by developing the eXtended Finite Element Methods (XFEM). A novel XFEM approximation is presented for these structures containing multi discontinuities (void, inclusion, and crack). The level set methods are used so that elements that include a crack segment, the boundary of a void, or the boundary of an inclusion are not required to conform to discontinuous edges. The investigation covers the effects of a single circular or elliptical void / stiff inclusion, and multi stiff inclusions on the crack propagation path under dynamic loads. Both the void and the inclusion have a significant effect on the dynamic crack propagation path. The crack initially curves towards into the void, then, the crack moves round the void and propagates away the void. If a large void lies in front of crack tip, the crack may propagate into the void. If an enough small void lies in front of crack tip, the void may have a slight or no influence on the crack propagation path. For a stiff inclusion, the crack initially propagates away the inclusion, then, after the crack moves round the inclusion, it starts to propagate along its original path. As δ (the ratio of the elastic modulus of the inclusion to that of the matrix) increases, a larger curvature of the crack path deflection can be observed. However, as δ increases from 2 to 10, the curvature has an evident increase. By comparison, the curvature has a slight increase, as δ increases from 10 to 1000.

Study on dynamic interaction between crack and inclusion or void by using XFEM

Jiang, Shouyan,Du, Chengbin Techno-Press 2017 Structural Engineering and Mechanics, An Int'l Jou Vol.63 No.3

This paper devoted to study dynamic interaction between crack and inclusion or void by developing the eXtended Finite Element Methods (XFEM). A novel XFEM approximation is presented for these structures containing multi discontinuities (void, inclusion, and crack). The level set methods are used so that elements that include a crack segment, the boundary of a void, or the boundary of an inclusion are not required to conform to discontinuous edges. The investigation covers the effects of a single circular or elliptical void / stiff inclusion, and multi stiff inclusions on the crack propagation path under dynamic loads. Both the void and the inclusion have a significant effect on the dynamic crack propagation path. The crack initially curves towards into the void, then, the crack moves round the void and propagates away the void. If a large void lies in front of crack tip, the crack may propagate into the void. If an enough small void lies in front of crack tip, the void may have a slight or no influence on the crack propagation path. For a stiff inclusion, the crack initially propagates away the inclusion, then, after the crack moves round the inclusion, it starts to propagate along its original path. As ${\delta}$ (the ratio of the elastic modulus of the inclusion to that of the matrix) increases, a larger curvature of the crack path deflection can be observed. However, as ${\delta}$ increases from 2 to 10, the curvature has an evident increase. By comparison, the curvature has a slight increase, as ${\delta}$ increases from 10 to 1000.

초음파 속도법을 이용한 모르타르 내 공극의 강도 영향 측정

김동연 ( Dong Yeon Kim ),임홍철 ( Hong Chul Rhim ) 한국건축시공학회 2015 한국건축시공학회 학술발표대회 논문집 Vol.15 No.1

Ultrasonic velocity method is applied to measure and correlate the strength of concrete to the velocity of the ultrasonic wave. With voids inside, mortar specimens may show the lower strength and it is intended to detect such change using the ultrasonic velocity method in this study. The amount of voids was varied and the measured data represented the condition of the mortar with voids. The test results can be used to predict the strength of concrete with voids using ultrasonic velocity method.

준설토의 간극비 변화 관찰을 위한 물리탐사기법의 적용

홍영호,이종섭,이창호 한국지반공학회 2014 한국지반공학회논문집 Vol.30 No.9

It is necessary to understand the behavior of the soils for the dredging constructions. The objective of this study is to estimate void ratio and density changes of the dredged soils by using the geophysical testing methods. A series of laboratory tests is performed to obtain geotechnical index properties of the specimen, retrieved from the west coastal of Korea. The sedimentation and self-weight consolidation tests are carried out with observing changes of the interfacial height and the elastic wave velocities. The same amounts of the soils are poured into the testing column at intervals of 12 hours until the interheight reaches to a certain level. After the completion of the sedimentatation and self-weight consolidation tests, downward permeability test is performed to assess a tidal influence in the nearshore. The mini resistance cone is penetrated into the specimen to measure the electrical resistivity with depth. All tests are completely finished, the weight of specimens are measured to calculate the void ratio with the depth. Experimental results show that the aspects of the self-weight consolidation are invisible during dredging process because of rapid sedimentation characteristics of ML. However, the elastic wave velocities increase with increasing in the effective stresses. During permeability test, measured permeability and the elastic wave velocities maintain almost identical values. Void ratio based on the elastic wave velocities changes linearly with time during the step dumpings. Void ratio estimated by the electrical resistivity represents the repeatedly layered depositions according to the step-by-step dumpings. Void ratio determined by soil sampling is similar to those of elastic waves and electrical resistivity profiles. This experimental study demonstrates that the geophysical testing methods may be an effective method for evaluating the behavior of dredged soils.

제작공법을 달리한 탄소섬유/에폭시 복합재의 기공함유율 평가 기법

윤성호(Sungho Yoon),장정근(Jungkeun Jang) 한국추진공학회 2017 한국추진공학회지 Vol.21 No.2

In this study, the procedures for quantitative measurement of void contents of carbon fiber/epoxy composites were suggested. Two types of the composites were considered: autoclave cured composite and filament wound composite. Void contents of the composites were evaluated by the density of the composites and their constituents, which was determined from weights in the air and water, and the weight fraction and volume fraction of the constituents obtained from the digestion method and combustion method. The surfaces of filtered carbon fibers were examined by FE-SEM in order to investigate the validity of resin removal from the composites. According to the results, the resin in the composites could be fully removed by the digestion method and combustion method. Therefore, the weight fraction and volume fraction of the constituents, and void content of the composites could be quantitatively obtained by the suggested procedures.

2[MVA] 몰드변압기 절연물내 기포 영향을 고려한 전계해석

김창업(Chang-Eob Kim),전문호(Mun-Ho Jeon),이석원(Suk-Won Lee) 한국조명·전기설비학회 2010 조명·전기설비학회논문지 Vol.24 No.4

본 논문에서는 유한요소법을 이용하여 2[MVA] 몰드변압기의 전계분포에 대한 기포의 영향을 분석하였다. 1차로 기포가 없을 때 전계해석을 하고, 다음으로 전계의 세기가 가장 큰 부분에 에폭시 절연물 내부에 기포가 발생한 경우 전계의 영향을 분석하고 전계분포를 해석하였다. 또한 기포에 의해 생기는 부분방전 개시전압에 대해서도 예측하였다. 해석 조건으로서 기포의 크기, 위치, 개수 및 형상에 대하여 해석하고, 해석 조건에 따른 전계의 영향에 대해 비교 검토하였다. This paper presents the electric field analysis for 2[MVA] mold transformer using finite element method. The electric field was calculated for the voltage applied to the mold transformer without voids in the insulating material. Then, it was analysed the maximum electric field when the voids was in the insulating materials. And the starting voltage of partial discharge was predicted due to the voids. The effects of voids in epoxy resin on the electric field were investigated for different sizes, shapes, positions and arrangements of voids.

아이레스 마테우스 건축에 나타난 디자인 조직체로서의 서브 트랙션 방법과 특성에 관한 연구

김종진(Kim, Jong-Jin) 한국실내디자인학회 2016 한국실내디자인학회논문집 Vol.25 No.2

Aires Mateus Architects is one of the most well-known Portuguese architects after Álvaro Siza and Eduardo Souto de Moura. The studio shows clear design methods in which the relationship between solid mass and void space are creatively inter-connected. Subtractive transformation of form is the fundamental aspect of this relationship. Most of Aires Mateus’ projects were designed based on the subtractive method. Although subtraction can be seen as architectural formal presentation, in Aires Mateus’ cases, there are deeper logics, strategies, and meanings. Not only to create a form, subtractive method has been flexibly used to organize and compose different programs and spatial atmosphere. To examine this hidden dimension of Aires Mateus’ unique design process, 5 case projects were selected and analyzed in detail based on program, light & visual-perception, and site’s placeness. From the case study results, it is found that there are much deeper role of subtraction: relationship between solid-void are constantly changing to generate serviced and servant spaces, there are central spaces that are contrast against the complexity of exterior forms, aiming to build an archetypal form that transcends ever-changing time, ambivalent balance between universality and peculiarity in the genealogy of contemporary architecture. The study concluded that the unique characteristics of subtraction method as design organization have various possibilities that can apply on other architectural and interior projects which would have similar ideas and circumstances.

공극을 포함한 실리카샌드 시편의 초음파 속도변화 측정

김대유 ( Kim Dae-you ),임홍철 ( Rhim Hong-chul ),조윤진 ( Cho Youn-jin ) 한국건축시공학회 2017 한국건축시공학회 학술발표대회 논문집 Vol.17 No.1

In order to examine the effect of voids on the ultrasonic wave velocity, specimens made of Silica-Sand with voids were prepared for the measurements. The volume fraction of 0, 15, and 30% of voids were used to compare the differences. Because of its more homogeneous distribution of materials properties, the Silica-Sand specimens were used, as compared to mortar specimens. The results showed clear change in ultrasonic wave velocity with different volume fraction of voids. This result is to be used for the estimation of the integrity of concrete structures using ultrasonic wave velocity method as nondestructive testing.

혼합 체적-경계 적분방정식법을 이용한, 함유체와 공동을 포함한 반무한 고체에서의 탄성해석

이정기(Jung-Ki Lee),윤구영(Koo-Young Yoon) 대한기계학회 2008 大韓機械學會論文集A Vol.32 No.12

A mixed volume and boundary integral equation method (Mixed VIEM-BIEM) is used to calculate the plane elastostatic field in an isotropic elastic half-plane containing an isotropic or anisotropic inclusion and a void subject to remote loading parallel to the traction-free boundary. A detailed analysis of stress field at the interface between the isotropic matrix and the isotropic or orthotropic inclusion is carried out for different values of the distance between the center of the inclusion and the traction-free surface boundary in an isotropic elastic half-plane containing three different geometries of an isotropic or orthotropic inclusion and a void. The method is shown to be very accurate and effective for investigating the local stresses in an isotropic elastic half-plane containing multiple isotropic or anisotropic inclusions and multiple voids.

고강도콘크리트의 동결융해저항에 미치는 기포조직의 영향

김생빈 한국콘크리트학회 1992 콘크리트학회지 Vol.4 No.1

콘크리트의 내동해성은 일반적으로 공기량이나 기포조직 및 분포에 따라 크게 영향을 받으며 콘크리트의 강도와도 관련이 있는 것으로 알려져 있다. 본 연구에서는 고강도콘크리트의 동결융해 저항성에 미치는 공기량 및 기포조직 특히 간격계수의 영향에 관한 실험적 연구로서 우선 압축강도는 Non-AE콘크리트를 대상으로 400-500kg/$\textrm{cm}^2$를 목표로 하였고, 실험결과 내구성지수가 10~20%정도에 불과하므로 다음단계로 공기량 2~12%인 AE콘크리트로 하여 내구성 향상을 도모하였다. 이 때 단위시멘트량, 물\ulcorner시멘트비등을 변화시킨 20종류의 콘크리트 배합에 대해 500cycle까지 동결융해시험을 실시하였다. 결론적으로 동결융해의 저항성은 물\ulcorner시멘트비 보다는 공기량과 더 밀접한 관계가 있었고 임계내구성지수에 대응하는 간격계수는 물\ulcorner시멘트비에 따라 다르다는 사실을 알 수 있었다. It is generally known that the frost-resistance of concrete is much affected by the air content in concrete and by the air void system or air distribution. And also the frost-resistance is believed to vary with the stre¬ngth of concrete. This article is prepared to describe, based on experiment, the effect of the air content and the air void system, particularly the effect of the spacing factor, on the freeze-thaw resistance of the high strength conc¬rete. For this purpose, I first worked on Non-AE concrete to make its compressive strength set about 400 to 500 kg/em'. However, the freeze-thaw test on the Non-AE concrete resulted in low durability factor, I.e., 10-2~0%. Thus to enhance the durability, another supplementary step was needed. I used AE admixture. which enhanced durability by changing the air content from 2% to 12%. The frost-thaw test was then performed 500 cycles on the 20 kind of concrete mixtures which differ in unit cement content and in water-cement ratio. Keywords : frost -resistance, air content, air void system, air distribution, spacing factor, freeze-thaw test, dur ability factor. capillary cavity, Linear Traverse Method.