Comparison of fatigue properties using 2-point and 4-point bending tests - Czech experience

被引：0
|
作者：
Hyzl, P. [1 ]
Varaus, M. [1 ]
Mondschein, P. [2 ]
Valentin, J. [2 ]
Soucek, V. [2 ]
机构：
[1] Brno Univ Technol, Brno, Czech Republic
[2] Czech Tech Univ, Prague, Czech Republic
来源：
FOUR-POINT BENDING | 2012年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In this paper two different methodologies of fatigue testing as used in the Czech Republic have been compared. Fatigue tests on selected Asphalt Concrete mixtures (AC) have been done using by two Point Bending (2PB) and four Point Bending tests (4PB) using trapezoidal and prismatic beams respectively. The methodologies of the above stated tests are known for several years. The fatigue characteristics of experimental asphalt mixes have been compared. However, the interpretation of the test results according to the EN 12697-24 standard is according to Czech experience still not completely clear. The paper takes over the results from the 2nd Workshop on Four Point Bending, which took place in Portugal, where stiffness modules were compared on the same mixes.
引用
收藏
页码：205 / 212
页数：8
相关论文
共 50 条
  • [1] A performance comparison of rectangular (4-point) and diagonal (2-point) dither.
    Krapels, K
    Driggers, R
    Vollmerhausen, R
    Halford, C
    INFRARED IMAGING SYSTEMS: DESIGN, ANALYSIS, MODELING, AND TESTING XI, 2000, 4030 : 151 - 169
  • [2] BRITTLE RING TEST - A COMPARISON WITH THE 3-POINT AND 4-POINT BENDING TESTS
    FREY, T
    GROZ, K
    HOLLER, J
    ZEHM, K
    CFI-CERAMIC FORUM INTERNATIONAL, 1995, 72 (06): : 333 - 337
  • [3] A dissipated energy comparison to evaluate fatigue resistance using 2-point bending
    Cinzia Maggiore
    Gordon Airey
    Paul Marsac
    Journal of Traffic and Transportation Engineering(English Edition), 2014, (01) : 49 - 54
  • [4] A dissipated energy comparison to evaluate fatigue resistance using 2-point bending
    Maggiore, Cinzia
    Airey, Gordon
    Marsac, Paul
    JOURNAL OF TRAFFIC AND TRANSPORTATION ENGINEERING-ENGLISH EDITION, 2014, 1 (01) : 49 - 54
  • [5] Comparison of 3-point and 4-point bending tests for the determination of the residual flexural strength
    Weber, Fabian
    Anders, Steffen
    BETON- UND STAHLBETONBAU, 2021, 116 : 48 - 58
  • [6] Instanton effective action formalism for 2-point and 4-point functions
    Roux, FS
    Torma, T
    PHYSICAL REVIEW D, 2000, 62 (01) : 10
  • [7] Comparison of skeletal and dental changes between 2-point and 4-point rapid palatal expanders
    Lamparski, DG
    Rinchuse, DJ
    Close, JM
    Sciote, JJ
    AMERICAN JOURNAL OF ORTHODONTICS AND DENTOFACIAL ORTHOPEDICS, 2003, 123 (03) : 321 - 328
  • [8] 4-POINT BENDING TESTS ON OFF-AXIS COMPOSITES
    GREDIAC, M
    COMPOSITE STRUCTURES, 1993, 24 (02) : 89 - 98
  • [9] STRENGTH TESTS OF FLAT GLASS BY MEANS OF 4-POINT BENDING
    BLANK, K
    DURKOP, D
    DURCHHOLZ, M
    GRUTERS, H
    HELMICH, G
    SENGER, W
    GLASTECHNISCHE BERICHTE-GLASS SCIENCE AND TECHNOLOGY, 1994, 67 (01): : 9 - 15
  • [10] CALCULATION OF STRESSES AND STRAINS IN 4-POINT BENDING CREEP TESTS
    HOLLENBERG, GW
    TERWILLIGER, GR
    GORDON, RS
    JOURNAL OF THE AMERICAN CERAMIC SOCIETY, 1971, 54 (04) : 196 - +
12345