1. CVL 2407 Faculty of Applied Engineering and Urban Planning Civil Engineering Department 2 nd Semester 2013/2014 Dr. Eng. Mustafa Maher Al-tayeb

2. 2 Durability of concrete Durability of concrete means: The ability of concrete for bearing the conditions which used for it, or The resistance of concrete for Deterioration. Deterioration can be caused by: Internal conditions External conditions Internal conditions :  Bad reaction between concrete components.  Volume un stability.  Lack of concrete moisture External conditions  Operational condition  Handling and mixing conditions.  Environmental conditions.

3. 3 Strength and Durability Strength and Durability are affected by:  compaction,  curing,  weather,  type of cement,  W/C ratio, W/C= water/cement, ie 20 litters/ 40kg = 0.5

4. 4 Factors affecting strength of concrete Strength and Durability are affected by: (compaction, curing, weather, type of cement, W/C ratio, ) COMPACTION: Compaction is removing the air from concrete. Proper compaction results in concrete with an increased density which is stronger and more durable. CURING: Curing is keeping concrete damp (wet) for a period, to allow it to reach maximum strength. Longer curing will give more durable concrete. WEATHER: Warmer weather will cause concrete to have a higher early strength. TYPE OF CEMENT: Different types of cement will affect concrete properties: ie how quickly or slowly concrete gains strength. THE WATER TO CEMENT RATIO: Too much water and not enough cement means concrete will be weaker and less durable.

5. 5 Factors affecting strength of concrete: 1. Type of Cement (Cement content + Cement Fineness)

6. 6 Factors affecting strength of concrete: ( Cont.) 1. Type of Cement

7. 7 Factors affecting strength of concrete: ( Cont.) 2. Aggregate.

8. 8 Factors affecting strength of concrete: ( Cont.) 3. Compaction & Water content (w/c ratio)

9. 9 Factors affecting strength of concrete: ( Cont.) 4. Age & Curing of concrete

10. 10 of concrete Factors affecting strength of concrete: ( Cont.) 5. Tested sample shape.

11. 11 Factors affecting strength of concrete: ( Cont.) 5. Tested sample shape.

12. 12 Introduction:  Concrete is a highly complex heterogeneous material whose response to stress depends not only on the response of the individual components but also upon the interaction between those components.  Strength of concrete may not be the most important characteristic of concrete; durability, volume stability, and impermeability may be equally significant. However, strength has become universally accepted as the most important indication of concrete quality.

13. 13 Factors that effect concrete strength may be divided into four categories: (1)constitute materials, (2)methods of preparation, (3)curing procedures, and (4)test conditions. We have already discussed methods of preparation and curing.

14. 14 Compressive strength The compressive strength of concrete is the most common measure for judging not only the ability of the concrete to withstand load, but also the quality of the hardened concrete. Test results obtained from compressive strength tests have proved to be sensitive to changing mix materials and mix proportions as well as to differences in curing and compaction of test specimens. There several reasons for this: 1) it is assumed that the most important properties of concrete as directly related to compressive strength; 2) concrete has little tensile strength and is used primarily in compression; 3) structural design codes are based on compressive strength; 4) the test is relatively simple and inexpensive to perform.

15. 15 ASTM Cylinder Test  The normal compressive specimen in America is a cylinder with length to diameter ratio of 2:1. If the slump is more than 3 inches, concrete is consolidated by rodding; if the slump is less than 1 inch, the concrete is consolidated by vibration. Poorly compacted cylinders will have lower strength.  If the specimen is to be rodded, it should be filled in three equal layers, each rodded 25 times with 16mm diameter steel rod with a rounded end.  If specimens are to used for quality control the cylinders must be stored at 15 to 27C for the first 24 hours in such a way that moisture loss is prevented. The cylinder are then removed and stored in a standard moist room or in saturated lime water (23C) until tested.

16. 16 ASTM Cylinder Test (cont.)  Capping cylinder reduces the effects of concentrated stresses under loading.  Testing should be done as soon as capping is completed. Sulfur caps lose strength and pourablity with used and therefore should not be reused more than five times.  Determination of compressive strength using ASTM C39 states tolerances for the testing machine. Since strength is dependent on loading rate, the specimen should be loaded at a controlled rate of 1.4 to 3.5 kg/cm2/s or a deformation rate of 1.2mm/min.

17. 17 Cube Test Cube test, standard in Great Britain and Germany. BS 1881: Part 108: 1983. Filling in 3 layers with 50 mm for each layer (2 layers for 100 mm cube). Strokes 35 times for 150 mm cube and 25 times for 100 mm cube. Curing at 20±5 0C and 90% relative humility. The loading rate is 2.3 kg/cm2/s. Compressive strength is defined as: fc’= P /A ( N/mm2 or MPa) where P = load to failure, N A = cross-sectional area, mm2

18. 18 Cube Test (cont.)  Characteristic strength (fck) is defined as the val­ue for the compressive strength of concrete, below which not more than 5% of the valid test results obtained on cubes of concrete of the same grade should fall. For example, a concrete with characteristic strength of 30 MPa has a 95% probability of achieving 30 MPa and more, and a 5% probability of being less than 30 MPa.  A valid test result is the average result obtained from the testing of three test specimens of concrete.  Specified strength normally refers to the character­istic strength and is indicated on design drawings or project specifications.

19. 19 Cube Test (cont.) Target strength (fct) is the compressive strength that is aimed at to ensure that the concrete meets the characteristic strength requirement. It is obtained by using the formula: fct = fck + 1,64 x standard deviation where the standard deviation (SD) is dependent on the degree of control at the concrete production facility.  Test specimens are crushed between two plates in a hydraulic press.  The rate of load application influences the compressive strength results and is specified at a uniform rate of 0,3 MPa/s ± 0,1 MPa/s.

20. 20 Satisfactory modes of failure are shown in the below Figure: Note: All four faces are cracked approximately equally, generally with little damage to the faces in contact with the plates. The shape of the crushed specimen is a good indication of whether the test was conducted in accordance with the specification. An unsatisfactory failure, as illustrated in the Figure below, may indicate that the plates are not parallel, the cube is not square or the faces of the cube are not flat. The concrete areas in contact with the plates must be plane, parallel to each other and at right angles to the y-axis of the specimen. An unsatisfactory failure may give a suspect result, and indicates a deviation from standard procedures

21. 21 Unsatisfactory mode of failure

22. 22 Factors Affecting the Measured Compressive Strength:  Compression tests assumed that a pure state of uniaxial loading. However, this is not the case, because of frictional forces between the load plates and the specimen surface.  As specimen length to diameter ratio decreases the end effects are more important resulting in higher apparent compressive strengths.  As l/d decreases below a value of 2 the strength increases. At ratios above 2 the effect is more dramatic. Also, this phenomena is significant in high-strength cement.  Specimen size is important for the simple fact that as the specimens become larger it is more likely to contain an element that will fail at a low load.

23. 23 Modulus of elasticity: the slope of the stress- The modulus of elasticity of a material is defined by the slope of the stress- strain curve strain curve. The higher the elastic modulus, the more resistant the material is to deformation. Concrete is not a perfectly elastic material and therefore the stress-strain curve indicates a varying elastic modulus (the slope of the tangent). Typical stress-strain curve for concrete Young’s modulus or initial tangent modulus is the initial linear part of the curve. Tangent modulus is the slope of the tangent at an arbitrary strain.

24. 24 Modulus of elasticity: (cont.) Secant modulus or static modulus of elasticity is the strain corresponding to a given stress. The value is normally determined by testing, where the stress is equal to one third of the compressive stress. The value depends on the rate of load application. According to ACI Building Code 318, with a concrete unit weight between 1441 and 2482 ton/m3, the modulus of elasticity can be determined from: Where: Ec = elastic modulus, Wc = unit weight of concrete (lb/ft3), f’c = the 28-day compressive strength of standard cylinders

25. 25 splitting tensile strength The splitting tensile strength can be obtained using the following formula:

26. 26 splitting tensile strength : (cont.) Indirect tension test (split cylinder test or Brazilian test) BS 1881: Part 117:1983. Specimen 150 x 300 mm cylinder. Loading rate 0.02 to 0.04 MPa/s ASTM C496-71: Specimen 150 x 300 mm cylinder. Loading rate 0.011 to 0.023 MPa/s The splitting test is carried out by applying compression loads along two axial lines that are diametrically opposite. This test is based on the following observation from elastic analysis. Under vertical loading acting on the two ends of the vertical diametrical line, uniform tension is introduced along the central part of the specimen.