COMPARISON OF NYLON FIBERS FOR TIRE REINFORCEMENT.

被引:0
|
作者
Beringer, C.W. [1 ]
机构
[1] Allied-Signal Inc, Allied-Signal Inc
来源
Rubber World | 1988年 / 198卷 / 05期
关键词
CRYSTALS - Structure - Nylon polymers - Polyamides - POLYMERS - Mechanical Properties;
D O I
暂无
中图分类号
学科分类号
摘要
While both nylons are composed of six carbon atom repeating polyamide chains, the orientation of the amide linkages are different to the fundamental building blocks. The difference in amide linkages creates fundamental distinctions in various physical properties. It is these differences that are addressed; both those that require attention in fabric conversion and tire building and those that contribute to the enhanced performance characteristics of tires utilizing nylon-6. On a worldwide basis, nylon-6 and 66 are used in similar quantities and have both demonstrated their suitability for bias truck and bus tires over many billions of pounds and more than 30 years. In both tire production and performance in actual use, melting point differences are of little or no consequence since temperature requirements are significantly below the melting point of both fibers. When using nylon-6 certain precautions must be used during treatment and curing operations due to the solvation affect, but these fall easily within the control of existing manufacturing technology. When processed under optimum conditions, nylon-6 offers many distinct advantages over nylon-66 that are measurable both in the laboratory and on the road. These superior physical characteristics include superior toughness, higher plunger energy, lower heat generation and higher resistance to mechanical fatigue. These attributes contribute to a more durable, impact resistant and cooler running tire.
引用
收藏
页码:14 / 18
相关论文
共 50 条
  • [41] ADVANCES IN GLASS FIBER FABRICS FOR PLASTIC REINFORCEMENT.
    Knox, Charles E.
    1972, : 127 - 135
  • [42] Bending Ability of Rubber Tubes with Spiral Reinforcement.
    Kovacs, Ferenc
    Lengyel, Miklosne
    Nagy, Tibor
    Muanyag Es Gumi/Plastics and Rubber, 1986, 23 (09): : 257 - 260
  • [43] EFFECT OF POLYMER MOLECULAR WEIGHT ON COLLOIDAL REINFORCEMENT.
    Kendall, Kevin
    Sherliker, Frank R.
    British Polymer Journal, 1980, 12 (03): : 111 - 113
  • [44] LA HONDA SLOPE REPAIR WITH GEOGRID REINFORCEMENT.
    Forsyth, R.A.
    Bieber, D.A.
    1984, : 54 - 57
  • [45] Creep and Failure of Fibrous Composites with Metallic Reinforcement.
    Mileiko, S.T.
    Kondakov, S.F.
    Kasperovich, B.V.
    Problemy Prochnosti, 1974, 6 (01): : 32 - 38
  • [46] GRAPHIC METHOD FOR CHOOSING AND AIMING LOUDSPEAKERS FOR REINFORCEMENT.
    Tappan, Peter W.
    AES: Journal of the Audio Engineering Society, 1986, 34 (04): : 269 - 277
  • [47] BEHAVIOUR OF FERROCEMENT WITH CHICKEN WIRE MESH REINFORCEMENT.
    Walraven, J.C.
    Spierenburg, S.E.J.
    Journal of Ferrocement, 1985, 15 (01): : 1 - 13
  • [48] TESTS ON CONTINUOUS CONCRETE BEAMS WITH PRESTRESSED REINFORCEMENT.
    Mawal, M.B.
    Narasimhan, R.K.
    1978, 52 (7-8): : 202 - 209
  • [49] Hypoelastic Model Analysis of a Structure with and Without Reinforcement.
    Donida, G.
    Petrolati, A.
    Tamburri, M.
    Giornale del Genio Civile, 1987, 125 (1 -2-3): : 23 - 35
  • [50] Distribution of Forces in the Constituent Strands of a Prestressing Reinforcement.
    Chabert, Alain
    Bulletin de liaison des laboratoires des ponts et chaussees, 1983, (128): : 13 - 21