Responses of plain and steel fiber-reinforced concrete beams to temperature and mechanical loads: Experimental study

Transportation Research Record

Volumn , Issue 1740, 2000, Pages 25-32

  Alavizadeh Farhang, A ^a   Silfwerbrand, J ^a  

^a ROYAL INSTITUTE OF TECHNOLOGY   (Sweden)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE PAVEMENTS; CRACK INITIATION; DYNAMIC RESPONSE; FIBER REINFORCED MATERIALS; STEEL; STRESS RELAXATION; THERMAL GRADIENTS; THERMAL STRESS;

POSITIVE NONLINEAR TEMPERATURE GRADIENT; STEEL FIBER REINFORCED CONCRETE BEAM; STEEL FIBER REINFORCED CONCRETE PAVEMENTS; STRUCTURAL RESPONSE;

CONCRETE BEAMS AND GIRDERS;

EID: 0034433583     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1740-04     Document Type: Article

References (8)

1. Betongprovning med Svensk Standard
2. Design considerations for steel fiber reinforced concrete
3. Stålfiberbetong-Rekomendationer för Konstruktion, Utförande och Provning
4. Tensile fatigue strength of plain concrete
5. Die Lebensdauer von Kullagern
6. Cumulative damage in fatigue
7. AB Svensk Byggtjänst och Cementa AB