CALCULATION OF STRESS IN CEMENT CONCRETE PAVEMENT DUE TO TEMPERATURE CHANGE

PRORACUN NAPONA U CEMENTNO BETONSKIM KOLOVOZIMA USLED PROMENE TEMPERATURE

The article presents the calculation of stress under buckling as a consequence of temperature change on the concrete slab surface and of stress due to friction between concrete slab and foundation caused by temperature change in the concrete slab and foundation. It analyzes in particular thermal cracks of a fresh concrete pavement and presents recommendations for decreasing the danger due to cracks. (TRRL)

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/04789733
• Authors:
  • Cvetanovic, A
• Publication Date: 1987

Language

• Serbian

Media Info

• Features: References;
• Pagination: p. 22-27
• Serial:
  • Put i Saobracaj
  • Volume: 33
  • Issue Number: 1/2
  • ISSN: 0478-9733

Subject/Index Terms

• TRT Terms: Buckling; Concrete; Pavement cracking; Portland cement; Slabs; Temperature; Thermal stresses
• ITRD Terms: 6464: Calculation; 4755: Concrete; 5211: Cracking; 9009: Decrease; 4750: Fresh concrete; 5452: Friction; 9048: Modification; 2964: Rigid pavement; 3491: Slab; 177: Specifications; 5575: Stress (in material); 6438: Surface; 6722: Temperature
• Subject Areas: Highways; Materials; Pavements;

Filing Info

• Accession Number: 00479947
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: ITRD, TRIS
• Created Date: Mar 31 1989 12:00AM