• 제목/요약/키워드: Physical & mechanical properties

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자외선을 처리한 목재 플라스틱 복합재의 물리 및 역학적 성질 평가 (Evaluation on Physical and Mechanical Properties of Wood Plastic Composites Treated under Ultraviolet Irradiation)

  • 이종신;김성준
    • 한국가구학회지
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    • 제26권4호
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    • pp.428-434
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    • 2015
  • In this study, we received each wood plastic composites (WPC) from three manufacturers. These WPCs were evaluated regarding their physical and mechanical properties of both before and after accelerated weathering by ultraviolet (UV) irradiation. The total time of exposure of the WPCs to UV irradiation was 1800 h. The water absorption, volumetric swelling and shrinkage of WPCs did not affected by UV irradiation. Among the mechanical properties, there was no significant differences in bending strength and screw withdrawal resistance of UV treated WPCs compared with those of reference WPCs. However, surface hardness of WPCs showed decrease under UV irradiation. Stereoscopic microscopy observation revealed deterioration of the surface layer polymer in all weathered WPCs by UV. Exposure of the WPCs to UV irradiation caused decomposition and disappearance of the polymer layer. From this result, we can estimate that damage of polymer by UV led to a decrease in the surface hardness of the WPCs. The wood flours retained original shape after accelerated weathering by UV irradiation.

비소성 무기결합재를 사용한 무시멘트 다공성 식생콘크리트의 물리·역학적 특성 및 동결융해저항성 평가 (Physical, Mechanical Properties and Freezing and Thawing Resistance of Non-Cement Porous Vegetation Concrete Using Non-Sintering Inorganic Binder)

  • 김황희;김춘수;전지홍;박찬기
    • 한국농공학회논문집
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    • 제56권5호
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    • pp.37-44
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    • 2014
  • The physical, mechanical and freezing and thawing properties of non cement porous vegetation concrete using non-sintering inorganic binder have been evaluated in this study. Four types of porous vegetation concrete according to the binder type is evaluated. The pH value, void ratio, compressive strength, repeated freezing and thawing properties were tested. The test results indicate that the physical, mechanical and repeated freezing and thawing properties of porous vegetation concrete using the non-sintering inorganic binder is increased or equivalent compared to the porous vegetation concrete using the blast furnace slag + cement and hwang-toh + cement binders. Also, Vegetation monitoring test results indicate the porous vegetation concrete using the non-sintering inorganic binder have increasing effects of vegetation growth.

난연성을 갖는 폴리프로필렌 분말도료의 화재안전성 연구 (A Study on the Fire Safety of Polypropylene Powder Coatings with Flame Retardant)

  • 이순홍
    • 한국안전학회지
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    • 제28권6호
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    • pp.17-22
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    • 2013
  • The production of flame-retardant polypropylene powder coating with the addition of flame retardant (PP) controlled rheology (CR) and polypropylene, were discussed comparing the mechanical properties, such as safety and topical coating properties. Mechanical properties measurements showed almost the same as AA-1 where the flame retardant is not added. These results appear to, and because it is excellent in compatibility with polypropylene and flame retardant. Physical properties of the coating film, a test piece flame retardant organic is added, although it shows the physical properties of the coating film was stable, did not show the physical properties satisfactory is the test piece flame retardant of weapons has been added. In the safety of the topic, AA-4, AA-5 the results of thermal analysis but it is excellent, the LOI is excellent in 27.8 vol% 27.0 vol% in AA-4 and AA-2, AA-3, and 27.4 vol%, did not show many obstacles flame AA-5 result UL94.

Contribution of steel fiber as reinforcement to the properties of cement-based concrete: A review

  • Najigivi, Alireza;Nazerigivi, Amin;Nejati, Hamid Reza
    • Computers and Concrete
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    • 제20권2호
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    • pp.155-164
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    • 2017
  • During the past decades, development of reinforcing materials caused a revolution in the structure of high strength and high performance cement-based concrete. Among the most important and exciting reinforcing materials, Steel Fiber (SF) becomes a widely used in the recent years. The main reason for addition of SF is to enhance the toughness and tensile strength and limit development and propagation of cracks and deformation characteristics of the SF blended concrete. Basically this technique of strengthening the concrete structures considerably modifies the physical and mechanical properties of plain cement-based concrete which is brittle in nature with low flexural and tensile strength compared to its intrinsic compressive strength. This paper presents an overview of the work carried out on the use of SF as reinforcement in cement-based concrete matrix. Reported properties in this study are fresh properties, mechanical and durability of the blended concretes.

반복세탁 및 건조방법이 드레스셔츠의 물성에 미치는 영향(I) (The Changes in Properties of Dress Shirts by Repeated Washing and Drying (I))

  • 서정현;성수광;이송자;권현선
    • 한국의류산업학회지
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    • 제1권2호
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    • pp.182-187
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    • 1999
  • The study was conducted on the change of value of physical properties, mechanical properties, appearance of seams as repeated washing and drying with 1, 3, 5, 7, 10, 15, 20 times. Commercial cotton 100%, cotton/polyester 80/20% and polyester 100% dress shirts were used to investigate drying characteristics and physical properties and compare of each materials after repeated drying. The mechanical properties like tensile, shear, surface, compression, thickness and weight were measured by the KES-FB system.

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Physical, mechanical and hydraulic properties of Inada granite and Shirahama sandstone in Japan

  • Zhang Ming;Takeda Mikio
    • 한국지구물리탐사학회:학술대회논문집
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    • 한국지구물리탐사학회 2003년도 Proceedings of the international symposium on the fusion technology
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    • pp.206-213
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    • 2003
  • Laboratory testing of representative rock specimens is of fundamental necessity for the successful design and/or assessment of facilities associated with many kinds of underground exploitation, including the geological disposal of radioactive nuclear waste. As a fundamental and systematic study, a series of measurements of the physical, mechanical and hydraulic properties of Inada granite and Shirahama sandstone, two rock types that are widely available in Japan, have been performed. This paper presents the results of a study of the effective porosity, density, compressive and shear wave velocity, unconfined compressive strength and permeability of the two rocks. The anisotropy and the effects of confining pressure on the permeability of the rocks, as well as the relationships among the physical, mechanical and hydraulic properties, are also investigated and discussed.

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Mechanical and Physical Properties of Zinc Borate-Modified Oriented Strandboard (OSB)

  • Lee, Sun-Young;WU, Qinglin
    • Journal of the Korean Wood Science and Technology
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    • 제36권5호
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    • pp.11-23
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    • 2008
  • The mechanical and physical properties of zinc borate (ZB)-modified oriented strandboard (OSB) from southern wood species were investigated in this study. OSB panels treated with ZB were not significantly weaker than the untreated samples in terms of specific modulus of elasticity (SMOE) and specific modulus of rupture (SMOR). ZB showed the negative effect on specific internal bond (SIB) strength, since some of ZB would persist as a powder state on the flake surfaces, thereby reducing the bonding efficiency of the adhesive. The ZB level did not show significant effect on thickness swelling (TS). ZB-modified OSB showed the suitable mechanical and physical properties for the structural wood composites.

슬러지 및 안정화시킨 하수 슬러지의 물리적.역학적 특성 (Physical and Mechanical Properties of Waterwaste Sludge and Stabilized Sludge)

  • 송창섭
    • 한국농공학회지
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    • 제41권6호
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    • pp.97-104
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    • 1999
  • An experimental investigation was carried out to study the feasibility of using the stabiliozed sludge, as a backfill and cutoff-water materials for embankment structures. For stabilizing of sludge, hydrated lime and quick lime were used as additive, and a series of tests were performed on the sludge and the stabilized sludge to examine their physical and mechanical properties , compaction, compressive strength, hydraulic conuctivity and consolidation characteristics. From the test results, physical and mechanical properties of the stabilized sludge were improved as compared with the sludge. Especially from the viewpoint of physcial property, consolidation or settlement and cutoff-water, quick lime is more effective than the hydrated lime as a stabilization addtive. But, viewpoint of compaction and shear strength, hydrated lime is more effective than the quick lime as a atabilization additive. As a result of this study, it was found that the stabilized sludge can be developed the backfill and cutoff-water materials, improved the stabilizing method of sludge.

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The Effect of Atmospheric Conditions on the Physical and Mechanical Properties of Linerboard

  • Kim, Hyoung-Jin;Choi, Woo-Young;Um, Gi-Jeung
    • 펄프종이기술
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    • 제38권5호
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    • pp.60-65
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    • 2006
  • The physical and mechanical properties of linerboard were shown to be affected by changing atmospheric conditions. Two atmospheric conditions were measured in order to investigate how they were affected by different atmospheric conditions on the physical and mechanical properties of domestic linerboard. The basis data set for the standardization research was provided in this study. It is confirmed that the relative humidity seemed to be a major factor on the quality deterioration of a linerboard. Experimental results have shown that the short span compression test (SCT) could be used to evaluate the quality characteristics of linerboardat different moisture content and relative humidity.

A novel model of a rotating nonlocal micropolar thermoelastic medium with temperature-dependent properties

  • Samia M. Said;Elsayed M. Abd-Elaziz;Mohamed I.A. Othman
    • Structural Engineering and Mechanics
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    • 제90권4호
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    • pp.429-434
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    • 2024
  • In the current work, the effect of rotation and mechanical force on a nonlocal micropolar thermoelastic solid with temperature-dependent properties was discussed using Erigen's nonlocal thermoelasticity theory. The problem is resolved using Laplace transforms and Fourier series. For the nonlocal and local parameters, the physical fields have been illustrated. The numerical inversion approach is used to acquire the resulting fields in the physical domain. Based on numerical analysis, the effects of rotation, the modulus of elasticity's dependency on temperature, and nonlocal, mechanical force are examined on the physical fields.