For the concrete protcol, we refer the reader to ASTM C856-95, Standard Practice for Petrographic Examination of Hardened Concrete [108].
The microscopic observations are summarized in Table 11 below.
Table 11 Microscopic observations on concrete
|
Specimens |
Water to cement ratio |
Carbonation |
Calcium Hydroxide Decomposition |
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
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 |
Failure |
Failure |
Average |
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% |