High-Strength and High- Performance Concrete

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Concerns with the use of HSC (1)• The lower modulus predicted by designcodes.• (note, not a problem anymore since mostcodes now have adequate equations)
Concerns with the use of HSC (2)• The reported decrease of strength over time.
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: Definition of the autogenousshrinka
Page 27 and 28: Concerns with the use of HSC (4)•
Page 29 and 30: Examples of application• Prof. Zi
Page 31 and 32: Petronas Towers
Page 33 and 34: Advantages of using HSC in thePetro
Page 35 and 36: Construction Stage: Jan.
Page 37 and 38: Construction Stage: March

High-Strength and High- Performance Concrete

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