Materials selection for concrete overlays : the final report Page: 78
xviii, 192 p. : col. ill. ; 28 cm.View a full description of this report.
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MAC470
FibersFigure 4.17.: Flexural strength with fiber addition
4.5.4 Length Change
The results for the flexural strength are shown in Table 4.7. Typically, the range of long-
term concrete shrinkage is 200 to 800 microstrains [60].Table 4.7: Flexural strength results
Mixture
Microstrains
No.
1 297
2 287
3 467
4 373
5 393
6 283
7 343
8 283
9 320
10 320
11 31778
803
SO 0600
.33
GMF
PF
TSSF
F300
NXR
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Kim, Dong H.; Fowler, David W.; Ferron, Raissa P.; Trevino, Manuel M. & Whitney, David P. Materials selection for concrete overlays : the final report, report, July 2012; Austin, Texas. (https://texashistory.unt.edu/ark:/67531/metapth303706/m1/98/: accessed July 17, 2024), University of North Texas Libraries, The Portal to Texas History, https://texashistory.unt.edu.; crediting UNT Libraries Government Documents Department.