EXPERIMENTAL STUDY OF THE LOCAL COMPRESSION-BEARING STRENGTH OF HIGH-STRENGTH CONCRETE UNDER STRIP LOADS

The influence of the compression-bearing area ratio and eccentricity on the local compression-bearing strenth of high-strength concrete specimens is studied under strip loads. Theoretical formulae are derived according to the cuneate model and the principle of limit equilibrium, and practical calculating formulae are also established. In the case of eccentric loading, the linear relationship between the eccentricity and the local compression-bearing strength improving factor is determined according to the experimental results as well as the calculating methods for the effective area of concrete specimens.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/10074112
• Corporate Authors:

  XI'AN HIGHWAY UNIVERSITY

  SOUTHERN MIDDLE SECTION OF THE SECOND CIRCULAR ROAD
  XI'AN, SHAN XI  China  710064
• Authors:
  • ZIPING, L I
  • ZICHUN, L I
• Publication Date: 1998-7

Language

• Chinese

Media Info

• Features: References;
• Pagination: p. 29-33
• Serial:
  • JOURNAL OF XI'AN HIGHWAY UNVERSITY
  • Volume: 18
  • Issue Number: 3
  • Publisher: XI'AN HIGHWAY UNIVERSITY
  • ISSN: 1007-4112

Subject/Index Terms

• TRT Terms: Calculation; Compression; Eccentricity; High performance concrete; High strength concrete; Loads; Mathematical models; Samples; Strength of materials
• ITRD Terms: 6464: Calculation; 5532: Compression; 9017: Eccentric; 4783: High performance concrete; 5567: Load; 6473: Mathematical model; 6251: Sample (mater); 5544: Strength (mater)
• Subject Areas: Materials;

Filing Info

• Accession Number: 00758264
• Record Type: Publication
• Source Agency: Transport Research Centre (CDV)
• Files: ITRD
• Created Date: Jan 25 1999 12:00AM