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Effect of Temperature and Loading Rate on Fracture Behaviour of Concrete Subjected to Uniaxial Tension
Effect of Temperature and Loading Rate on Fracture Behaviour of Concrete Subjected to Uniaxial Tension
Effect of Temperature and Loading Rate on Fracture Behaviour of Concrete Subjected to Uniaxial Tension
International conference; 2nd, Fracture mechanics of concrete structures ; 1995 ; Zurich; Switzerland
1996-01-01
10 pages
Also known as FRAMCOS 2
Conference paper
English
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