日本複合材料学会誌
Online ISSN : 1884-8559
Print ISSN : 0385-2563
ISSN-L : 0385-2563
3 巻, 1 号
選択された号の論文の9件中1~9を表示しています
  • 林 毅
    1977 年 3 巻 1 号 p. 1
    発行日: 1977/01/31
    公開日: 2009/08/11
    ジャーナル フリー
  • 井形 直弘
    1977 年 3 巻 1 号 p. 2-7
    発行日: 1977/01/31
    公開日: 2009/08/11
    ジャーナル フリー
  • 花澤 孝
    1977 年 3 巻 1 号 p. 8-18
    発行日: 1977/01/31
    公開日: 2009/08/11
    ジャーナル フリー
  • 後藤 卓也
    1977 年 3 巻 1 号 p. 18-23
    発行日: 1977/01/31
    公開日: 2009/08/11
    ジャーナル フリー
  • 第I報 3点曲げを受けるサンドイッチ梁の応力伝達機構
    剱持 潔
    1977 年 3 巻 1 号 p. 24-31
    発行日: 1977/01/31
    公開日: 2010/02/08
    ジャーナル フリー
    Since the establishment of the bending theory of sandwich beams by N.J. Hoff or E. Reissner in 1940's, various investigations on sandwich constructions have been reported. A simple “mechanics of materials” approaches on sandwich constructions is often based on the assumption that the bending rigidity of the both faces is negligible and also the shear rigidity of the core material is infinite. This type of theory is called “Compositebeam theory” (“I-beam theory”). But, the various types of sandwich panels are now being applied in the building industry, and some of the panels are composed of relatively thick faces and such soft core materials as foamed plastics. It is necessary to consider therefore that the bending rigidity of faces are large and shear rigidity of core is very low. Consequently it seems to be necessary to introduce the “multi-layer built-up theory” -taking into consideration of displacement among the layers in the total section of beam corresponding to the shear moduli of core materials as being adopted in the field of wooden building construction. In this context, this paper deals with the defference of stress distribution between two types of sandwich beam of photoelastic materials-ratio of elastic moduli between face and core : k=Ef/Ec is 6.6 and 530-under three point bending, and then the applicability of multi-layer built-up theory is investigated. It is clear that the strength and rigidity of a sandwich beam depend upon the coupling moment caused by the inverse axial force in the two facings. The effect of the coupling moment is defined as the ratio of the coupling moment (Ms) to the total sectional moment (Mt) : α=Ms/Mt. If the “k” value and the proportional of a sandwich composite are given, the “α” can be defined as an index of the sandwich efficiency.
  • 小川 公平, 木村 賛, 石山 〓夫
    1977 年 3 巻 1 号 p. 32-37
    発行日: 1977/01/31
    公開日: 2009/08/11
    ジャーナル フリー
    Bone is known to be anisotropic and composite materials. We examined mechanical properties of human fresh tibia from the viewpoint of directional differences by the tensile, compressive and bending tests. The test pieces were cut from the compact bone of the middle part of the shaft. Seven specimens were obtained from one tibia every fifteen degrees from the longitudinal direction to the transverse direction. The results of the tests were discussed from the histological viewpoint on the composite materials. All bones show large values of modulus of elasticity and strength in the longitudinal direction and small ones in the transverse direction. The patterns of the mechanical properties resemble with those of the uni-directional fiber reinforced material.
  • 1977 年 3 巻 1 号 p. 38-41
    発行日: 1977/01/31
    公開日: 2010/02/08
    ジャーナル フリー
  • 宮入 裕夫
    1977 年 3 巻 1 号 p. 44
    発行日: 1977/01/31
    公開日: 2009/08/11
    ジャーナル フリー
  • 赤坂 隆
    1977 年 3 巻 1 号 p. 44a
    発行日: 1977/01/31
    公開日: 2009/08/11
    ジャーナル フリー
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