• Title/Summary/Keyword: wet strength

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Studies on Slip and Mechanical Properties of Thermoplastic Polyurethane Elastomer Containing Sulfuric Acid (Sulfuric acid를 도입한 열가소성 폴리우레탄 탄성체의 슬립특성 및 기계적 물성에 관한 연구)

  • Mok, Dong Youb;Shin, Hyun Deung;Kim, Dong Ho;Kim, Gu Ni;Kim, In-Soo
    • Elastomers and Composites
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    • v.48 no.4
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    • pp.256-262
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    • 2013
  • We synthesized thermoplastic polyurethane elastomer (TPU) with different contents of sulfuric acid group, and characterized their physical properties such as mechanical, thermal and grip properties. And the results were compared with carboxylic acid-introduced TPU. Wet slip, tensile strength and abrasion properties were increased by the introduction of acid group. Mechanical properties increased with increasing the acid content up to 0.3 wt%. However, wet slip was continually increased as the acid content increased due to increase of hydrophilicity of TPU.

The Effect of Water Soluble Polymer on the Flexural Strength and Moisture Sensitivity in MDF Cement Composites (MDF 시멘트 복합재료의 휨강도와 수분민강성에 미치는 수용성 폴리머의 영향)

  • 김태현;최상흘
    • Journal of the Korean Ceramic Society
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    • v.29 no.4
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    • pp.298-304
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    • 1992
  • Flexural strength, microstructure, hydration reaction and moisture sensitivity in macro defect-free (MDF) cement, which basically prepared of high alumina cement (HAC) and hydroxypropyl methylcellulose (HPMC) and polyvinylalcohol (PVA) as water soluble polymer were investigated. Cement composites based on HAC-PVA system were improved in flexural strength than that of HAC-HPMC system especially, the strength of specimens added to 10 wt% of polyvinylalcohol was 160 MPa. These improvements of flexural strength were attributed to not only the effect of water soluble polymer in elimination of macropores (above 100 $\mu\textrm{m}$) and cement grain bridging, but the effect of unhydrate cement as an aggregate. Moisture sensitivity and flexural strength in wet condition of MDF cement composites immersed in water at 80$^{\circ}C$ for 3 days were decreased.

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Mo-Mn Metallizing on Sintered Alumina and It합s Bond Strength (소결 알루미나의 금속접합 및 접합강도에 관한 연구)

  • Lee, Joon;Kim, Young-Tai;Jang, Sung-Do;Son, Yong-Bae
    • Journal of the Korean Ceramic Society
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    • v.22 no.6
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    • pp.58-70
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    • 1985
  • The bond strength of metal to ceramic sealing in Mo-Mn metallizing was investigated by examining the effects of flux composition in alumina ceramics particle size of molybdenum metal powder wet hydrogen atmosphere and temperature in metallizing. The maximum bond strength was obtained when the glass phase filled almost all the microstructural cavities around the interfacial area with few micropores. Such a favorable microstrcutre waas formed and maximum bond strength was observed between 130$0^{\circ}C$. Also the metal to ceramic bond strength was increased using finer molybdenum metal powder than coarse powder. When content of $SiO_2$ in the flux of alumina ceramics was constant metal to ceramic bond strength was improved with increasing the ratio of CaO to MgO in the flux.

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An Experimental Study on the Early Prediction of Concrete Strength by Accelerating Agent (급속경화에 의한 콘크리트 강도의 조기 판정에 관한 실험적 연구)

  • 김창교;최창식;이리형
    • Proceedings of the Korea Concrete Institute Conference
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    • 1989.10a
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    • pp.9-13
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    • 1989
  • The purpose of this paper is to propose a method predetermining the 28-days strength of concrete. In this paper, it was predicted by regression analysis of the relation between 7-days and 28-days strength of fresh concrete and the strength of concrete early cured at $70^{\circ}C$ for rour hours after wet screening and addition of accelerating agent. It is concluded that the formula predeterming the 28-days strength of concrete using 25M/M rubbles from Sam-Cheok and sands from Yon-Gok, by the strength of concrete early cured for 4 hours is Y=-11.45 + 3.686X, where the coefficient of determination of regression-expression is r2=0.938, S=17.94(kg/$\textrm{cm}^2$).

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Strength Improvement of Linerboard by impregnation with PVAm (PVAm 함침에 의한 라이너지 강도 향상)

  • Kim, Hyuk-Jung;Won, Jong-Myoung;Cho, Byoung-Uk
    • Journal of Korea Technical Association of The Pulp and Paper Industry
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    • v.44 no.1
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    • pp.58-64
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    • 2012
  • As a first step to apply PVAm (polyvinylamine) on packaging paper by surface treatment, three types of linerboards were impregnated with PVAm solution. The effect of PVAm pick-up on strength properties of linerboard was investigated. The pick-up of PVAm was controlled by varying concentration of PVAm solution. It was found that dry tensile strength, tensile energy absorption, burst strength and compressive strength of linerboard were increased by applying PVAm. In addition, wet tensile strength was significantly improved with increasing PVAm pick-up. However, folding endurance was found to be decreased with increasing PVAm pick-up.

A Study on the bonding strength of the after laundering of the adhesive interlining according to laundering methods. (직물접착심지의 세탁방법에 따른 세탁 후 접착강도에 관한 연구)

  • 박채련
    • Journal of the Korean Home Economics Association
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    • v.34 no.5
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    • pp.41-48
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    • 1996
  • The purpose of this paper was to identify bonding strength by laundering methods(dry and wet) of the after laundering of the adhesive interlining. The results of this study were as fallows. 1.As laundery repeated it revealed that the bonding strength was decreased to some degree regardless of the kinds of face cloth, laundering methods & adhesive interlining. 2. Bonding strength of woven adhesive interlining after and before ironing is different by its weave: A1>A3>A2. 3. Bonding strength before cleaing is smaller than that after laundering with ironing. 4. As for laundering methods, while dry cleaning is excellent with little influence on bonding strength. It doesn't deform the shapes of dress, in cases of woven adhesive interlining.

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Experimental study on Mechanical Properties and Optimum Mix Design of Sulfur-Rubber Concrete (SRC) (황(黃)-고무 콘크리트의 역학적(力學的) 특성(特性)과 최적배합비(最適配合比)에 관한 연구(硏究))

  • Na, Okpin;Lee, Jaesung
    • Resources Recycling
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    • v.22 no.1
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    • pp.20-28
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    • 2013
  • Recently, as the registration of vehicles increases, the utilization of the waste tires is emerging as environmental issues. Crumb rubber reproduced by scrap tires has been reused up to 25% in the construction field. The purpose of this paper is to investigate the mechanical properties of sulfur-rubber concrete (SRC) and to suggest the optimum mix design in terms of the compressive strength. Specimens were prepared with various mixing parameters: amount of sulfur, rubber, and micro-fillers. Two casting processes were also mentioned; dry process and wet process. The results mainly showed that the compressive strength of SRC decreased with an increment of rubber content. However, adding micro-filler and adjusting sulfur contents could improve the compressive strength of SRC. Optimum values of sulfur and rubber content were selected by workability and compressive strength of SRC. SRC can be applied to road constructions where high strength of concrete is not concerned, to wall panels that require low unit weight, to construction of median in highways to resist high impact load, and in sound barriers to absorb sound waves.

A comparison of retentive strength of implant cement depending on various methods of removing provisional cement from implant abutment

  • Keum, Eun-Cheol;Shin, Soo-Yeon
    • The Journal of Advanced Prosthodontics
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    • v.5 no.3
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    • pp.234-240
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    • 2013
  • PURPOSE. This study evaluated the effectiveness of various methods for removing provisional cement from implant abutments, and what effect these methods have on the retention of prosthesis during the definitive cementation. MATERIALS AND METHODS. Forty implant fixture analogues and abutments were embedded in resin blocks. Forty cast crowns were fabricated and divided into 4 groups each containing 10 implants. Group A was cemented directly with the definitive cement (Cem-Implant). The remainder were cemented with provisional cement (Temp-Bond NE), and classified according to the method for cleaning the abutments. Group B used a plastic curette and wet gauze, Group C used a rubber cup and pumice, and Group D used an airborne particle abrasion technique. The abutments were observed using a stereomicroscope after removing the provisional cement. The tensile bond strength was measured after the definitive cementation. Statistical analysis was performed using one-way analysis of variance test (${\alpha}$=.05). RESULTS. Group B clearly showed provisional cement remaining, whereas the other groups showed almost no cement. Groups A and B showed a relatively smooth surface. More roughness was observed in Group C, and apparent roughness was noted in Group D. The tensile bond strength tests revealed Group D to have significantly the highest tensile bond strength followed in order by Groups C, A and B. CONCLUSION. A plastic curette and wet gauze alone cannot effectively remove the residual provisional cement on the abutment. The definitive retention increased when the abutments were treated with rubber cup/pumice or airborne particle abraded to remove the provisional cement.

Shear Performance of Hybrid Post and Beam Wall System Infilled with Structural Insulation Panel (SIP)

  • Shim, Kug-Bo;Hwang, Kweon-Hwan;Park, Joo-Saeng;Park, Moon-Jae
    • Journal of the Korean Wood Science and Technology
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    • v.38 no.5
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    • pp.405-413
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    • 2010
  • A hybrid post and beam shear wall system with structural insulation panel (SIP) infill was developed as a part of a green home 'Han-green' project through post and beam construction for contemporary life style. This project is on-going at the Korea Forest Research Institute to develop a new building system which improves Korean traditional wet-type building system and stimulates industrialized wood construction practice with pre-cut system. Compared to the traditional wet-type infill wall components, the hybrid wall system has benefits, such as, higher structural capacity, better thermal insulation performance, and shorter construction term due to the dry-type construction. To build up the hybrid wall system, in previous, SIP infill wall components can be manufactured at factory, and then inserted and nailed with helically threaded nails into the post and beam members at site. Shear performance of the hybrid wall system was evaluated through horizontal shear tests. The SIP hybrid wall system showed higher maximum shear strength, initial stiffness, ductility, yield strength, specified strength, and the specified allowable strength than those of post and beam with light-frame wall system. In addition to this, the hybrid wall system can provide speedy construction and structural and functional advantages including energy efficiency in the building system.

Improvement of adhesion of Polyester Fabric and Knit by Corona Treatment (코로나 처리를 이용한 폴리에스테르 편·직물의 접착력 향상)

  • Lee, Eon Pil;Yoon, Rae Won;Lee, Jae Ho
    • Journal of Adhesion and Interface
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    • v.8 no.3
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    • pp.16-23
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    • 2007
  • Polyester fabrics and knits were corona treated with different current intensity (5, 10, 15, 20 A) and feeding speed (5, 10, 15 m/min). We confirmed the surface change of polyester fabrics and knits using scanning electron microscopy (SEM) and X-ray photoelectron spectrometer (XPS). And the change of physical properties through measuring the tensile strength, dry and wet bonding strength. Thermosetting reactive polyurethane hot melt adhesive was used in the adhesion of polyester fabrics and knits. Functional groups were introduced on PET fabrics and knits surface by treating the PET fabrics and knits in air atmosphere with corona discharge, and take placed unevenness, the result adhesion was improved. When consider both dry and wet bonding strength, we think that appropriate conditions in the PET fabrics corona treatment are feeding speed 10 m/min, current intensity 15 A and appropriate conditions in the mesh type PET knits corona treatment are feeding speed 10 m/min, current intensity above 10 A.

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