• 제목/요약/키워드: Strength decrease

검색결과 2,827건 처리시간 0.029초

구리기판의 표면처리 및 접착증진제 함량에 따른 에폭시 컴포지트의 접착특성 (Adhesive Properties of Epoxy Composite According to the Surface Treatment of Cu Substrate and Adhesion Promoter Content)

  • 김은진;김정수;장영욱;김동현
    • 접착 및 계면
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    • 제23권4호
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    • pp.108-115
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    • 2022
  • 본 연구에서는 표면처리된 Cu 리드프레임과 에폭시 컴포지트의 접착강도를 향상시키기 위하여 신규 고분자 접착증진제인 poly(itaconic acid-co-acrylamide) (IAcAAM)를 합성하였다. 이타콘산과 아크릴아마이드를 포함하는 IAcAAM은 라디칼 수성 중합을 통해 제조되었다. IAcAAM의 구조 및 물성은 FT-IR, 1H-NMR, GPC 및 DSC로 분석하였다. Cu 리드프레임의 표면은 고온, 알칼리, UV 오존으로 처리하였다. 표면처리 후 Cu 리드프레임의 접촉각이 감소함에 따라 Cu 리드프레임/에폭시 컴포지트의 접착강도는 증가하였다. 에폭시 혼합물에 IAcAAM을 첨가함에 따라 Cu 리드프레임/에폭시 컴포지트의 접착강도가 증가하였다. 또한, 에폭시 혼합물에 실리카 함량이 증가할수록 Cu 리드 프레임과 에폭시 컴포지트의 접착강도는 약간 감소하는 경향을 나타내었다.

원형 마이크로스피커 진동판의 인장강도와 공명진동수 사이의 연관성 (Correlation Between Tensile Strength of Diaphragm and Resonance Frequency for Micro-Speaker)

  • 오세진;김해영
    • 한국음향학회지
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    • 제28권4호
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    • pp.299-307
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    • 2009
  • 본 연구에서는 마이크로스피커에서 진동판의 패턴에 따른 음향특성의 변화를 연구하였다. 진동판을 에지부와 돔부로 크게 나누고, 이들 각각에 대한 패턴형태의 변화는 진동판의 인장강도에 영향을 주는 것으로 나타났고, 그 결과로써 마이크로스피커의 공명진동수가 변하였다. 에지부에서 패턴의 수가 증가하면, 공명진동수가 증가하여 최대가 된 후에 다시 지수함수적으로 감소하였다. 에지부에서 "U"형 드릴의 사용, 회오리형 패턴과 "V"형 드릴의 각도를 감소시키거나 또는 돔부에서 방사형 패턴의 수와 돔 높이의 감소와 곡률반경의 증가는 진동판의 인장강도를 증가시켜 공명진동수를 높였다. 그러나 에지부에서 "V"형 드릴의 사용, 방사형 패턴과 "V"형 드릴각도의 증가와 돔부에서 방사형 패턴의 수와 돔의 높이를 증가시키거나 곡률반경을 감소시키면 진동판의 인장강도가 감소하여 공명진동수가 감소하였다.

Influence of coarse particles on the physical properties and quick undrained shear strength of fine-grained soils

  • Park, Tae-Woong;Kim, Hyeong-Joo;Tanvir, Mohammad Taimur;Lee, Jang-Baek;Moon, Sung-Gil
    • Geomechanics and Engineering
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    • 제14권1호
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    • pp.99-105
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    • 2018
  • Soils are generally classified as fine-grained or coarse-grained depending on the percentage content of the primary constituents. In reality, soils are actually made up of mixed and composite constituents. Soils primarily classified as fine-grained, still consists of a range of coarse particles as secondary constituents in between 0% to 50%. A laboratory scale model test was conducted to investigate the influence of coarse particles on the physical (e.g., density, water content, and void ratio) and mechanical (e.g., quick undrained shear strength) properties of primarily classified fine-grained cohesive soils. Pure kaolinite clay and sand-mixed kaolinite soil (e.g., sand content: 10%, 20%, and 30%) having various water contents (60%, 65%, and 70%) were preconsolidated at different stress levels (0, 13, 17.5, 22 kPa). The quick undrained shear strength properties were determined using the conventional Static Cone Penetration Test (SCPT) method and the new Fall Cone Test (FCT) method. The corresponding void ratios and densities with respect to the quick undrained shear strength were also observed. Correlations of the physical properties and quick undrained shear strengths derived from the SCPT and FCT were also established. Comparison of results showed a significant relationship between the two methods. From the results of FCT and SCPT, there is a decreasing trend of quick undrained shear strength, strength increase ratio ($S_u/P_o$), and void ratio (e) as the sand content is increased. The quick undrained shear strength generally decreases with increased water content. For the same water content, increasing the sand content resulted to a decrease in quick undrained shear strength due to reduced adhesion, and also, resulted to an increase in density. Similarly, it is observed that the change in density is distinctively noticeable at sand content greater than 20%. However, for sand content lower than 10%, there is minimal change in density with respect to water content. In general, the results showed a decrease in quick undrained shear strength for soils with higher amounts of sand content. Therefore, as the soil adhesion is reduced, the cone penetration resistances of the FCT and SCPT reflects internal friction and density of sand in the total shear strength.

Experimental investigation of the stress-strain behavior of FRP confined concrete prisms

  • Hosseinpour, F.;Abbasnia, R.
    • Advances in concrete construction
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    • 제2권3호
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    • pp.177-192
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    • 2014
  • One of the main applications of FRP composites is confining concrete columns. Hence identifying the cyclic and monotonic stress-strain behavior of confined concrete columns and the parameters influencing this behavior is inevitable. Two significant parameters affecting the stress-strain behavior are aspect ratio and corner radius. The present study aims to scrutinize the effects of corner radius and aspect ratio on different aspects of stress-strain behavior of FRP confined concrete specimens (rectangular, square and circular). Hence 44 FRP confined concrete specimens were tested and the results of the tests were investigated. The findings indicated that for specimens with different aspect ratios, the relationship between the ultimate stress and the corner radius is linear and the variations of the ultimate stress versus the corner radius decreases as a result of an increase in aspect ratio. It was also observed that increase of the corner radius results in increase of the compressive strength and ultimate axial strain and increase of the aspect ratio causes an increase of the ultimate axial strain but a decrease of the compressive strength. Investigation of the ultimate condition showed that the FRP hoop rupture strain is smaller in comparison with the one obtained from the tensile coupon test and also the ultimate axial strain and confined concrete strength are smaller when a prism is under monotonic loading. Other important results of this study were, an increase in the axial strain during the early stage of unloading paths and increase of the confining effect of FRP jacket with the increase and decrease of the corner radius and aspect ratio respectively, a decrease in the slope of reloading branches with cycle repetitions and the independence of this trend from the variations of the aspect ratio and corner radius and also quadric relationship between the number of each cycle and the plastic strain of the same cycle as well as the independence of this relationship from the aspect ratio and corner radius.

지류.섬유질 유물에 대한 대기유해가스($SO_2$, $NO_2$)의 영향 (The Effects of $NO_2$ and $SO_2$ Gas on the Paper and the Textile Cultural Properties)

  • 이규식;한성희
    • 보존과학연구
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    • 통권17호
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    • pp.65-99
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    • 1996
  • We exanmined the each effect of $NO_2$ and $SO_2$gas, the maincomponets of air pollutants, on the deterioration of 6 organic materials with Gasexposure cabinet. The organic materials were used 2 kind of papers(Korean paper, Oldbook paper) and 4 kind of textiles (Cotton, Silk, Hemp, ramie) in gas exposure experiments. In order to know how to change of physical conditions, the materials were exposed to 2000, 1000 ppm. h of $SO_2$dose, to 100 ppm. h of $NO_2$ dose at 65% RH. The color difference, tensile strength, elongation coeffient, mass reduction and fabric status of each materials were discussed the following below.1. The color difference of cotton and hemp was larger than that of silk and ramie in the presence of $SO_2$ gas. and the color difference of korean paper was less than that of the textile materials in the presence of $SO_2$ gas.2. The tensile strength of cotton fell suddenly at 100ppm.h of $SO_2$ dose and even became 56% of the unexposed cotton.3. The weight of 6 materials began to decrease in the presence of $SO_2$ gas.4. The tensile strength and elongation of the materials tended to decrease at 12.5ppm.h of $NO_2$ especially silk was the strongest tendency to decrease.5. Cotton, hemp and ramie were influenced by $SO_2$ gas more than by $NO_2$, but silk were influenced by $NO_2$ more thang by $SO_2$ at 10ppm.h of each noxious gas.

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필라테스 운동이 임신성 요통을 가진 임산부의 골반 경사각 및 건강 체력에 미치는 영향 (Effects of Pilates Exercise on Pelvic Angle, Back Pain, and Physical Fitness in Pregnant Woman with Lumbar Pain)

  • 권나은;최승준
    • PNF and Movement
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    • 제18권3호
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    • pp.351-363
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    • 2020
  • Purpose: The purpose of this study was to investigate the effects of Pilates exercise on the back pain index, pelvic tilt angle, and physical fitness of pregnant women with low back pain. Methods: All study participants, all of whom had pregnancy-induced back pain, were randomly assigned to either a Pilates exercise group (PG, n = 8) or control group (CG, n = 7). The PG performed a Pilates exercise for 50 minutes three times a week for eight weeks. The back pain scale and pelvic tilt angle were measured using a visual analogue scale and angulometer, respectively. Cardiopulmonary endurance, flexibility, and grip strength were measured to examine the physical fitness. The variables were analyzed using two-way repeated-measures ANOVA with the Holm-Sidak post hoc procedure. Results: Back pain in the PG significantly decreased from 4.69 ± 1.28 to 1.06 ± 0.94, whereas the CG showed significantly increased back pain from 2.63 ± 2.20 to 4.71 ± 2.56. The left pelvic angle in the PG showed a significant decrease from 13.94 ± 3.70° to 12.29 ± 2.95°, while the CG showed a non-significant difference from 13.07 ± 4.42° to 17.37 ± 3.13°. The right pelvic angle in the PG showed a significant decrease from 13.50 ± 4.47° to 10.34 ± 3.66°, while a non-significant difference in the CG from 44 ± 4.98° to 15.30 ± 3.61° was found. These results showed that the regular participation in Pilates exercise was effective in reducing the pelvic tilt angle. In terms of physical fitness, the PG showed a significant increase in cardiopulmonary endurance, flexibility, and grip strength. However, the CG showed any significance increase in those variables. Conclusion: Eight weeks of Pilates exercise was associated with a decrease in lower back pain, a maintained or reduced pelvic tilt angle, and increased cardiopulmonary endurance, grip strength, and flexibility in pregnant woman with lumbar pain.

Numerical and analytical investigation of parameters influencing the behavior of shear beams strengthened by CFRP wrapping

  • Ceyhun Aksoylu;Yasin Onuralp Ozkilic;Sakir Yazman;Mohammed Alsdudi;Lokman Gemi;Musa Hakan Arslan
    • Steel and Composite Structures
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    • 제47권2호
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    • pp.217-238
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    • 2023
  • In this study, a parametric study was performed considering material properties of concrete, material properties of steel, the number of longitudinal reinforcement (reinforcement ratio), CFRP ply orientations, a number of layers as variables by using ABAQUS. Firstly, the parameters used in the Hashin failure criteria were verified using four coupon tests of CFRP. Secondly, the numerical models of the beams strengthened by CFRP were verified using five experimental data. Finally, eighty numerical models and eighty analytic calculations were developed to investigate the effects of the aforementioned variables. The results revealed that in the case of using fibrous polymer to prevent shear failure, the variables related to reinforced concrete significantly affected the behavior of specimens, whereas the variables related to CFRP composite have a slight effect on the behavior of the specimens. As a result of numerical analysis, while the increase in the longitudinal tensile and compression reinforcement, load bearing capacity increases between 23.6%-70.7% and 5.6%-12.2%, respectively. Increase in compressive strength (29 MPa to 35 MPa) leads to a slight increase in the load-carrying capacity of the specimens between 4.6% and 7.2%. However, the decrease in the compressive strength (29 MPa to 20 MPa) significantly affected (between 6.4% and 8.1% decrease observed) the behavior of the specimens. As the yield strength increases or decreases, the capacity of specimens increase approximately 27.1% or decrease 12.1%. The effects of CFRP ply orientation results have been obtained as a negligible well approximately 3.7% difference. An increasing number of CFRP layers leads to almost no effect (approximately 2.8%) on the behavior of the specimen. Finally, according to the numerical analysis, the ductility values obtained between 4.0 and 6.9 indicate that the beams have sufficient ductility capacity.

Effect of universal adhesive pretreatments on the bond strength durability of conventional and adhesive resin cements to zirconia ceramic

  • Tae-Yub Kwon;Seung-Hee Han;Du-Hyeong Lee;Jin-Woo Park;Young Kyung Kim
    • The Journal of Advanced Prosthodontics
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    • 제16권2호
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    • pp.105-114
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    • 2024
  • PURPOSE. This study aimed to evaluate the effect of pretreatment of three different universal adhesives (Single Bond Universal [SBU], All-Bond Universal [ABU], and Prime&Bond universal [PBU]) on the bonding durability of an adhesive (Panavia F 2.0, PF) and a conventional (Duo-Link, DL) resin cements to air-abraded zirconia. MATERIALS AND METHODS. Rectangular-shaped zirconia specimens were prepared. The chemical composition and surface energy parameters of the materials were studied by Fourier transform infrared spectroscopy and contact angle measurement, respectively. To evaluate resin bonding to the zirconia, all the bonding specimens were immersed in water for 24 h and the specimens to be aged were additionally thermocycled 10000 times before the shear bond strength (SBS) test. RESULTS. The materials showed different surface energy parameters, including the degree of hydrophilicity/hydrophobicity. While the DL/CON (no pretreatment) showed the lowest SBS and a significant decrease in the value after thermocycling (P < .001), the PF/CON obtained a higher SBS value than the DL/CON (P < .001) and no decrease even after thermocycling (P = .839). When the universal adhesives were used with DL, their SBS values were higher than the CON (P < .05), but the trend was adhesive-specific. In conjunction with PF, the PF/SBU produced the highest SBS followed by the PF/ABU (P = .002), showing no significant decrease after thermocycling (P > .05). The initial SBS of the PF/PBU was similar to the PF/CON (P = .999), but the value decreased after thermocycling (P < .001). CONCLUSION. The universal adhesive pretreatment did not necessarily show a synergistic effect on the bonding performance of an adhesive resin cement, whereas the pretreatment was beneficial to bond strength and durability of a conventional resin cement.

보정계수 및 시험체두께가 포러스콘크리트의 기초물성에 미치는 영향에 관한 실험적 연구 (An Experimental Study on the Properties of Porous Concrete according to Correction Factor and Specimen Thickness)

  • 김재환;이성일;장종호;오시덕;박정호;김무한
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2002년도 학술.기술논문발표회
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    • pp.55-58
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    • 2002
  • This study is to analyze the influence of correction factor and specimen thickness on the fundamental properties of porous concrete. Results of this study were shown as follows; 1) As correction factor decrease, compaction time according to correction factor and specimen thickness decrease. Also, though correction factor is same, as specimen thickness increase, compaction time increase. So It mutt be considered that the influence of compaction time according to correction factor and specimen thickness. 2) As correction factor decrease, difference of measured thickness and designed thickness according to correction factor and specimen thickness decrease. Also, correction factor of aggregate of 10~l5mm is smaller than that of 5~l0mm. So It must be considered that the influence of correction factor according to size of aggregate.

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류마치양 관절염 및 퇴행성관절염에 대한 Piroxicam의 사용경험 (Clinical Report for Piroxicam in Orthopedic Field)

  • 윤승호;이광진;안상노
    • 대한약리학회지
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    • 제15권1_2호
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    • pp.39-43
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    • 1979
  • Piroxicam is known to be a new nonsteroidal anti-inflammatory drug which has anti-inflammatory, antiedema, antigranuloma and analgesic activities through the mechanism of inhibition of prostaglandin synthetase. Clinical survey for piroxicam was carried cut on 40 cases of rheumatoid arthritis and 30 cases of degenerative arthritis who visited University Hospital from Feb. to June, 1979. Following results could be obtained: 1) In rheumatoid and degenerative arthritis, the effect of piroxicam was significant in decrease of joint pain, shortening of duration of morning stiffness, decrease in number of swollen joints, improvement of joint stiffness, decrease of E.S.R., increase of mean grip strength and decrease of articular index. 2) Side effects, almost all in G-I troubles were encountered in 6 cases in 40 cases of rheumatoid arthritis and 4 cases in 30 cases of degenerative arthritis.

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