2. CE-303-Lecture #1 Fundamentals of Concrete

3. Objectives To explain the basic concepts of concrete To explain briefly the properties of freshly mixed concrete To explain briefly the properties of hardened concrete

4. Concrete A mixture of two components: Paste (25-40%) Aggregates (60-75%) and

5. Paste Comprises of : a binder (cement) Water Entrapped air or purposely entrained air

6. Aggregates Comprises of : Sand (fine aggregates) Gravel or crushed stone (coarse aggregates)

7. When paste and aggregates are mixed together the particles of aggregates get coated with the paste. Because of the chemical reaction of the cement and water the paste hardens and binds the aggregates together to form a rocklike mass called “Concrete”

8. Components of Concrete

9. Concrete

10. % Volume Distribution of Materials in Concrete

11. Quality of Concrete Aggregate Requirement Paste Requirement

12. Aggregate Requirement strengthAggregates should consist of particles with adequate strength against compression, impact, and abrasion. Aggregate particles should have resistance against aggressive exposure conditions such as highly fluctuating temperature and humidity

13. Aggregates should not contain deleterious materials such as chloride, sulfate, etc. that will cause deterioration of concrete. The size, shape and particle size distribution (gradation), of the aggregates should be such that the least amount of paste is required to fill the spaces between aggregate particles. Aggregate Requirement

14. Paste Requirements Quality of paste greatly affects the quality of the concrete Paste should be sufficient enough to completely coat each particle of aggregate and to fill spaces between aggregate particles completely.

15. The quality of hardened concrete is determined by the amount of water used in relation to the amount of cement (W/C ratio of the paste) Paste Requirements

16. Cement-paste cylinders

17. Advantages of reducing the W/C ratio of the paste Increase compressive strength and flexural strength. Lower permeability, thus increased water- tightness and lower absorption. Increased resistance to weathering. Better bond between successive layers and between concrete and reinforcement.

18. Less volume change from wetting and drying Reduced shrinkage cracking tendencies. Advantages of reducing the W/C ratio of the paste

19. Effect of W/C ratio on Compressive Strength of Concrete

20. Uses of Admixtures to Improve the Quality of Concrete Adjusting setting time or hardening in abnormal conditions of concreting such as cold and hot. Reducing water demand Increasing workability in case of a very low w/c ratio Intentionally entrained air in concrete

21. All the ingredients of concrete should be mixed properly so as to get a homogeneous mixture. The sequence of charging ingredients into the mixer plays an important part in the uniformity of the finished product. Size of the batch in relation to the size of the mixer Mixing Requirements

22. The elapsed time between batching and mixing. Design, configuration, and condition of the mixer drum and blades.

23. Consolidation Requirements Consolidation of the freshly placed concrete removes voids in concrete and improves the quality of concrete on account of increased density. For a highly workable concrete the consolidation should be done by hand rodding.

24. Consolidation Requirements For stiffer mixtures having low w/c ratio the consolidation should be done by vibration. Vibration sets into motion the particles in freshly mixed concrete, reducing friction between them and thereby increasing the mobility of concrete which helps in removing the voids even at low w/c ratio.

25. Consolidation Requirements Thus consolidation by vibration permits the lower w/c ratio which in turn results in improved quality. Vibration of highly workable concrete should be avoided as it can cause segregation of the concrete.

26. Effect of Consolidation

27. Curing Requirements Curing of a placed and finished concrete is done for maintaining a satisfactory moisture and temperature in concrete for some defined period after placing and finishing, to allow the complete hydration of the cement.

28. Curing Requirements Following are various methods commonly used for concrete curing: –Ponding or immersion –Spraying or fogging –Wet covering –Plastic sheets and impervious paper coverings –Membrane-forming curing compounds –Steam curing

29. Advantages of curing More strength and abrasion resistance More watertigtness Less volumetric changes; more volume stability. More resistance to freezing and thawing and deicer salts. More durability

30. Effect of curing on Strength

31. Properties of Freshly Mixed Concrete Workability Hydration Setting time Hardening

32. Workability

33. Properties of Hardened Concrete Strength Unit Weight Resistance to freezing and thawing Permeability and water tightness Abrasion Resistance Volume Stability Control of cracking

34. Compressive Strength

35. Freezing and Thawing