High-Strength and High- Performance Concrete

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Pertronas Towers• in Kuala Lumpur (Malasia)• 450 m high• 40-80 Mpa concrete• Local workers
Advantages of using HSC in thePetronas Towers• Structural Economy• Efficient method of concrete placement• Simplified construction joints• Reduced vibration due to high wind
Page 1 and 2: High-Strength and High-Performance
Page 3 and 4: Definitions• ACI defined high-per
Page 5 and 6: Microstructure
Page 7 and 8: Microstructure• The utilization o
Page 9 and 10: Materials -- Aggregate• In high-s
Page 11 and 12: Guidelines for the selection ofmate
Page 13 and 14: Differences Between NSC andHSC• I
Page 15 and 16: Mechanical Behavior• Stress-strai
Page 17 and 18: Long-term strength• Iravani and M
Page 19 and 20: Elastic Modulus• for normal weigh
Page 21 and 22: Chemical and Autogeneousshrinkage
Page 23 and 24: Definition of the autogenousshrinka
Page 25 and 26: Concerns with the use of HSC (2)•
Page 27 and 28: Concerns with the use of HSC (4)•
Page 29 and 30: Examples of application• Prof. Zi
Page 31: Petronas Towers
Page 35 and 36: Construction Stage: Jan.
Page 37 and 38: Construction Stage: March

High-Strength and High- Performance Concrete

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