CREEP OF CONCRETE UNDER CYCLIC LOADING RESULTING IN DEFORMATIONS /IN RUSSIAN/

LONG-TERM LOADING TESTS RESULTING IN DEFORMATIONS FACILITATE THE STUDY OF THE BEHAVIOR OF PLAIN CONCRETE ELEMENTS DURING SEASONAL CHANGES IN TEMPERATURE. IN A CONCRETE BAR, CREEP MODIFIES QUANTITATIVELY AND QUALITATIVELY THE STATE OF STRESS DUE TO THE APPLICATION OF CYCLIC LOADS WHICH RESULTS IN DEFORMATIONS. CREEP DECREASES THE MAXIMUM VALUES CALCULATED FOR A SYSTEM ASSUMED TO BE ELASTIC AND CAN CREATE OPPOSITE FORCES. IN THE CASE OF THE TYPE OF LOADING CONSIDERED HERE, TENSILE FORCES DECREASE SLIGHTLY WITH TIME WHILE COMPRESSIVE FORCES INCREASE. /LCPC/RRL/

• Supplemental Notes:
  • No 12, pp 28-30, 4 FIG, 1 TAB, 2 REF
• Authors:
  • Barashikov, A Y
• Publication Date: 1967

Media Info

• Serial:
  • Beton I Zhelezobeton /Ussr/

Subject/Index Terms

• TRT Terms: Compressive strength; Concrete; Creep; Deformation; Load tests; Loads; Physical properties; Seasons; Stresses; Tension
• Uncontrolled Terms: Concrete properties; Seasonal variations; Tensile stress
• Old TRIS Terms: Concrete creep; Cycles; Stress conditions
• Subject Areas: Highways; Materials;

Filing Info

• Accession Number: 00212906
• Record Type: Publication
• Source Agency: Road Research Laboratory /UK
• Files: TRIS
• Created Date: Sep 28 1970 12:00AM