![]() Calculating the crack width in accordance with the strut and tie model 89 5.8. Calculating the crack width from reinforcing bar strains 87 5.7. Crack spacing and slippage length 79 5.5. Validity of the physical model and calculating of the crack angle 77 5.3. Current status of the reference texts 75 5.2. Example 2: calculation of crack spacing and crack width in a double thick beam 71 Example 1: calculation of crack spacing and crack width in a thick concrete slab under heavy loads 69 4.3.2. Calculating the crack width by interpolation between uncracked and fully cracked conditions (the method) 62 4.3. Calculating the crack width from the relative strain 61 4.2.3. Cracking of Beams Under Mechanical Flexural Loading 59 4.1. Example of the application of the cracking equations to a concrete tie in tension 53 ![]() Model accuracy when calculating the strain and crack width 51 3.6. Equation for the mean differential strain 50 3.5. Equation based on the MC2010 bond-slip relationship 49 3.4. Relationship between the maximum spacing Sr, max and the mean spacing Sr, m 49 3.3.3. Adjusting the design value for verification purposes 47 3.3. Application of Weibull integral in bending and in tension 44 Worked examples of calculation with the scale effect according to the Weibull model 37 2.2.4. ![]() Calculating scale effect according to Weibull theory 33 2.2.3. Differential temperature between concrete core and surface 29 2.2. Global heating and cooling of a concrete element 28 2.1.2. Hydration effects of concrete at an early age 27 2.1.1. Hydration Effects of Concrete at an Early Age and the Scale Effect 27 2.1. Tests on prismatic full-scale blocks 2 1.2.2. Foreword xi Notations xv Introduction xxi. ![]()
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