8 Concrete appendix

 

          8.1 Concrete protocol

          For the concrete protcol, we refer the reader to ASTM C856-95, Standard Practice for Petrographic Examination of Hardened Concrete [108].

 

          8.2 Microscopic Observations

          The microscopic observations are summarized in Table 11 below.

          Table 11 Microscopic observations on concrete

Specimens

Water to cement ratio

Carbonation
Depth
(mm)

Calcium Hydroxide Decomposition
Depth (mm)

Color Change from normal color to pink hue.

1con9-6S

0.40 - 0.43

0.0762

3.810

13.716

2con2-6K

0.40

0.0508

4.064

9.144

1 con5-3P

0.70

0.3556

10.160

25.908

1con2-3S

0.68 - 0.70

0.1016

10.160

22.352

1con1-3K

0.68 - 0.70

0.0508

9.144

20.828

 

          8.3 Petrographic images of concrete

          The following figures show petrographic images of concrete.

Figure 146 Calcium Hydroxide rich paste in 1CON5_3P, 40x, cross polarized light

Figure 147 Same as Figure 146, plane polarized light

Figure 148 Decomposed Calcium Hydroxide (carbonated) in 1CON5_3P, 40x cross polarized light

Figure 149 Same as Figure 148, plane polarized light

Figure 150 Transition between normal and decomposed Calcium Hydroxide in 1CON5_3P

Figure 151 Same as Figure 150, plane polarized light

Figure 152 Carbonation of paste in 1CON5_3P, 40x, cross polarized light

Figure 153 Same as Figure 152, plane polarized light

Figure 154 Carbonation around aggregate in 1CON5_3P, 40x, cross polarized light

Figure 155 Same as Figure 154, plane polarized light

Figure 156 Transition between normal and decomposed Calcium Hydroxide in 1CON5_3P

Figure 157 Same as Figure 156, plane polarized light

Figure 158 Transition between normal and decomposed Calcium Hydroxide in 2CON2-6K

Figure 159 Same as Figure 158, plane polarized light

Figure 160 Transition between normal and decomposed Calcium Hydroxide in 2CON2-6K

Figure 161 Same as Figure 160, plane polarized light

 

          8.3.1 SEM Examination of a single sample

          The following figures show the SEM examination of 1CON5_3P at the surface and at 4 mm and 12 mm depths from the exposed surface.

Figure 162 SEM images of 1CON5_3P at surface

Figure 163 SEM images of 1CON5_3P at 4 mm depth

Figure 164 SEM images of 1CON5_3P at 12 mm depth

 

          8.3.2 SEM images of heated concrete

          The following figures, Figure 165 through Figure 168, will show the SEM images of hcp subjected to known temperatures from Malhotra [126, Figures 1-10]. They provide a basis for comparison with the images gathered during this experimental research.

Figure 165 SEM micrographs of the CH, Ettringite, and C-S-H crystals: unheated, heated to 250°C and 400°C

Figure 166 SEM micrographs of the CH, Ettringite, and C-S-H crystals: heated to 500° C, 750° C, and 900° C

Figure 167 SEM micrographs of the CH, Ettringite, and C-S-H crystals: 900° exposure and a broken outer surface

Figure 168 SEM micrographs of the CH, Ettringite, and C-S-H crystals: fibrous type I C-S-H and the microstructure of normal concrete

 

          8.4 Data measurement and analysis

 

          8.4.1 Listing of data samples

          Table 12 Listing of concrete samples and test conditions

Sample ID

Heat Flux (kW/m2)

Duration (seconds)

Strength (PSI)

Fibers

2CON2_6K

25

1500

6000

 

2CON2_3K

25

1500

3000

 

2CON1_6K

75

4500

6000

 

2CON1_3K

75

4500

3000

 

1CON9_6S

75

1500

6000

steel fibers 1%

1CON5_3P

75

1500

3000

polymer fibers 1%

1CON4_6K

75

1500

6000

no fibers

1CON3_3P

75

1500

3000

polymer fibers 1%

1CON1_3K

75

1500

3000

no fibers

1CON2_3S

75

1500

3000

steel fibers 1%

 

 

          Table 13 Compression test results for concrete

Specimen Type

Failure
(lbs)

Failure
(psi)

Failure
(Mpa)

Average
(Mpa)

Effective strength at 28 days, 100% relative humidity curing46

3no

12500

1326

9.1

   

3no

22400

2377

16.4

12.75

58.2%

           

3poly

20900

2218

15.3

   

3poly

20200

2143

14.8

15.05

68.7%

           

3steel

24000

2547

17.6

   

3steel

23600

2504

17.3

17.45

79.7%

           

6no

46800

4966

34.2

   

6no

45900

4870

33.6

33.90

81.5%

           

6steel

36400

3862

26.6

   

6steel

50900

5401

37.2

   

6steel

46200

4902

33.8

32.53

78.2%