• 제목/요약/키워드: Physical·Mechanical property

검색결과 364건 처리시간 0.031초

황벽나무의 물리·역학적 특성 (Physical and Mechanical Characteristics of Phellodendron amure Ruprecht)

  • 김현우;변희섭;김병로
    • Journal of the Korean Wood Science and Technology
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    • 제45권5호
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    • pp.519-524
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    • 2017
  • 본 연구는 황벽나무의 물리, 역학적 성질의 특성과 부후성을 조사하였다. 기건밀도는 실내, 외 방치한 목재에서 각각 0.41, $0.43g/cm^3$로 나타났다. 전수축율 시 T/R비는 실내, 외에서 각각 1.40, 1.32로 나타났다. 흡습성은 온도 $40^{\circ}C$ 상대습도 90% 경우 실내, 외에서 각각 16.30, 15.80%로 나타났다. 압축강도는 실내, 외에서 각각 43.81, 40.33 MPa 휨강도는 84.63, 68.80 MPa, 충격강도는 3.43, $4.00J/cm^2$, 경도는 횡단면에서 각각 47.92, 49.20 MPa로 나타났다. 경도는 횡단면에서 각각 47.92, 49.20 MPa로 나타났다. 1년간 실내에 방치한 목재와 실외에 방치한 목재는 부후에 강하고, 또한 T/R비도 낮은 편으로 치수가 안정한 나무로 판단된다.

제천지역 석회암의 역학적 특성에 관한 연구 (The Mechanical Properties of Limestones Distributed in Jecheon)

  • 김종우;김민식;김평기;노승재;박찬;조영도;박삼규
    • 터널과지하공간
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    • 제22권5호
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    • pp.354-364
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    • 2012
  • 본 연구에서는 석회암 지반에서 광산개발이나 토목공사를 수행할 때 데이터베이스로 활용될 수 있는 암석의 기초 물성들을 파악하기 위하여, 제천지역 석회암을 대상으로 수많은 실내 역학시험을 실시하여 암석의 단위중량, 흡수율, 간극률, 탄성파 속도, 쇼어경도, 일축압축강도, 인장강도, 영률, 포와송비, 점착력, 내부마찰각 등의 각종 물리적 성질을 조사하였다. 연구 지역에 분포하는 회색석회암과 이질석회암의 역학적 특성을 비교 검토하였으며, 이질석회암은 회색석회암에 비하여 단위중량은 작고 간극률과 흡수율은 크게 나타나 각종 역학적 특성은 상대적으로 작게 평가되었다. 또한 Mohr-Coulomb 파괴기준과 Hoek-Brown 파괴기준을 적용하여 제천 석회암의 파괴조건을 해석하였으며, 여러 가지 물성간의 단순회귀분석과 다중회귀분석을 통해 물성 상호간의 관련성을 알아보았다.

골판지 고지의 물리화학적 처리에 의한 강도향상(제3보) - 수초지의 물리적 특성변화 - (Strength Property Improvement of OCC-based Paper by Chemical and Mechanical Treatments (III) - Handsheet physical properties -)

  • 이종훈;서영범;전양;이학래;신종호
    • 펄프종이기술
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    • 제32권2호
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    • pp.8-15
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    • 2000
  • This study is a continuation of the previous experimental analysis and is mostly focused on handsheet strength properties. Four completely different fibers, which were Hw-BKP, SW-BKP, White ledger, and OCC, were selected to investigate the effect of mechanical pre-treatment by Hobart mixer on handsheet strehgth properties. After equal time mechanical pre-treatment, the fibers were refined with laboratory valley beater for 10, 20 and 30 minutes, and handsheets were prepared from the fibers for physical strength comparison. Handsheets from SW-BKP and OCC showed 5-30% increase of breaking length, burst index, tear index, and compression index while handsheets from HW-BKP and White ledger no increase except tear index. In Hobart mixer pre-treatment, HW-BKP and White ledger fibers were easily attached to the wall of the mixer bowl and mechanical action was not effectively applied. The fiber length of Hw-BKP and White ledger were 0.837 mm and 1.591 mm, respectively, while SW-BKP and OCC were 2.744 mm and 2.033 mm, respectively, in weight weighted length. The effective mechanical pre-treatment seems to be related to the fiber length. Tear indexes of the pre-treated furnish were much higher than no pre-treatment at the same breaking length level.

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골판지 고지의 물리화학적 처리에 의한 강도향상 (제3보 - 수초지의 물리적특성변화) (Strength property improvement of OCC-based paper by chemical and mechanical treatments (3 - handsheet physical properties))

  • 이종훈;서영범;전양;이학래;신종호
    • 한국펄프종이공학회:학술대회논문집
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    • 한국펄프종이공학회 2000년도 춘계학술발표논문집
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    • pp.70-70
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    • 2000
  • This study is a continuation of the previous experimental analysis and is mostly focused on handsheet strength properties. Four completely different fibers, which were Hw-BKP, Sw-BKP, white ledger, and OCC, were selected to investigate the effect of mechanical pre-treatment by Hobart mixer on handsheet strength properties. After equal time mechanical pre-treatment, the fibers were refined with laboratory valley beater for 10, 20 and 30 minutes, and handsheets were prepared from the fibers for physical strength comparison. Handsheets from SW-BKP and OCC showed 5-30% increase of breaking length, burst index, tear index, and compression index while handsheets from HW-BKP and white ledger no Increase except tear index. In Hobart mixer pre-treatment, HW-BKP and white ledger fibers were easily attached to the wall of the mixer bowl and mechanical action was not effectively applied. The fiber length of Hw-BKP and white ledger were 0.837mm and 1.591 mm, respectively, while SW-BKP and OCC were 2.744 mn and 2.033 mm, respectively, in weight weighted length. The effective mechanical pre-treatment seems to be related to the fiber length. Tear indexes of the pre-treated furnish were much higher than no pre-treatment at the same breaking length level.

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가압소결로 제조된 YSZ-30 vol.% WC 복합체 세라믹스의 상형성 거동과 기계적 특성 (Phase Formation and Mechanical Property of YSZ-30 vol.% WC Composite Ceramics Fabricated by Hot Pressing)

  • 김진권;최재형;남산;류성수;김성원
    • 한국분말재료학회지
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    • 제30권5호
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    • pp.409-414
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    • 2023
  • YSZ (Y2O3-stabilized zirconia)-based ceramics have excellent mechanical properties, such as high strength and wear resistance. In the application, YSZ is utilized in the bead mill, a fine-grinding process. YSZ-based parts, such as the rotor and pin, can be easily damaged by continuous application with high rpm in the bead mill process. In that case, adding WC particles improves the tribological and mechanical properties. YSZ-30 vol.% WC composite ceramics are manufactured via hot pressing under different pressures (10/30/60 MPa). The hot-pressed composite ceramics measure the physical properties, such as porosity and bulk density values. In addition, the phase formation of these composite ceramics is analyzed and discussed with those of physical properties. For the increased applied pressure of hot pressing, the tetragonality of YSZ and the crystallinity of WC are enhanced. The mechanical properties indicate an improved tendency with the increase in the applied pressure of hot pressing.

Thermal Shock Tests and Thermal Shock Parameters for Ceramics

  • Awaji, Hideo;Choi, Seong-Min
    • 한국세라믹학회지
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    • 제49권4호
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    • pp.385-396
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    • 2012
  • Thermal shock test methods and thermal shock parameters for ceramics were reviewed from the following viewpoints: (1) The test methods should be based on the precise estimation of both temperature and thermal stress distributions in a specimen taking into account the temperature-dependent thermo-mechanical properties; (2) The thermal shock parameters must be defined as a physical property of the materials and described as a function of temperature at the fracture point of the specimen; (3) The relation between the strength and fracture toughness of brittle ceramics under a thermal shock load must be the same as the relation under a mechanical load. In addition, appropriate thermal shock parameters should be defined by the thermal shock strength and thermal shock fracture toughness based on stress and energy criteria, respectively. A constant heat flux method is introduced as a testing technique suitable for estimating these thermal shock parameters directly from the electric power charged.

DEVELOPMENT OF A VIRTUAL MACHINING SYSTEM FOR ESTIMATION OF CUTTING PERFORMANCE

  • Ko, Jeong-Hoon;Cho, Dong-Woo;Yun, Won-Soo
    • 한국시뮬레이션학회:학술대회논문집
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    • 한국시뮬레이션학회 2001년도 The Seoul International Simulation Conference
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    • pp.288-294
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    • 2001
  • Present CAM technology cannot provide important physical property such as cutting farce and machined surface. Thus, the selection of cutting conditions still depends on the experience of an expert or on the machining data handbook in spite of the developed CAM technology. This paper presents an advanced methodology to help the worker to determine optimum cutting condition for CHC machining that excludes the need for expertise of machining data handbook. The virtual machining system presented in this paper can simulate the real machining states such as cutting farce and machined surface error. And virtual machining system can schedule feed rate to adjust the cutting force to the reference force.

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Effects of Crushed RAP on Free and Restrained Shrinkage of Mortars

  • Topcu, Ilker Bekir;Isikdag, Burak
    • International Journal of Concrete Structures and Materials
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    • 제3권2호
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    • pp.91-95
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    • 2009
  • Reclaimed asphalt pavement (RAP) is abundant substitute for natural aggregate in many areas. It is obtained by crushing of old road pavements in milling machine during rehabilitation and reconstruction process. In this study, reclaimed asphalt pavement mortars (RAPM) have been produced with different cement dosages and replacement ratios. The destructive and nondestructive tests have been conducted on specimens to determine physical and mechanical properties of RAPM. The free and restrained shrinkage tests on RAPM have been conducted to predict fractural behavior of mortars. The aim of the shrinkage tests was to delay crack formation and improve strain capacity of mortars before cracking. The results showed that RAPM exhibits lower elasticity modulus; however the tensile capacity was improved for deformation before cracking.

고유치 오차 최소화 기준에 따른 실험데이터에 의한 유한요소 모델 개선 (FE Model Improvement Using Experimental Data Under the Criterion of Eigen-Property Error Minimization)

  • 지영춘;박윤식
    • 대한기계학회논문집
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    • 제19권2호
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    • pp.363-373
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    • 1995
  • In this study, a FE model tuning method using experimental modal data was suggested after examining all the published conventional methods. The idea of this method is introducing scale factors to maintain both the structural connectivity and the consistency in the corrected stiffness matrix which makes it always possible to interpret the stiffness elements with the corresponding physical configuration of the targeting structure. The scale factors are determined to minimize the objective function of eigen-properties. The proposed method was tested to determine the joint stiffness of a T shaped beam. The test results were also compared with the tuned stiffness obtained from a probed commercial package (SYSTUNE) and found that this method is very accurate and compatible.

석탄폐석을 이용한 폴리머 콘크리트의 물리.역학적 특성 (Physical and Mechanical Properties of Polymer Concrete Using Coal Mine Waste)

  • 연규석;김기성;장태연;정경현;주명기;최동순
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1996년도 봄 학술발표회 논문집
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    • pp.57-64
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    • 1996
  • Lately, rapid expansion of construction industry and following increment of demand for concrete in the construction created shortage of aggregates in the nation. Supplement of good quality aggregate is an immediate issue for the construction industry to solve. Therefore, this study evaluated a possibility of using coal mine waste collceted from Kwangwon-do region as a source of aggregate in manufacturing polymer concretes which have high strength and high durability. First, aggregates were obtained by crushing coal mine waste and polymer concrete was manufactured using these aggregate. Mechanical property test results for the polymer concrete showed that the coal mine waste aggregates were acceptable to use as a replacement of the aggregate in polymer concrete manufacture.

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