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The mechanical response was analysed from the multiple cracking patterns observed and the extent of film delamination from the underlying substrate.
All specimens exhibit apparent multiple cracking patterns accompanying tensile strain softening and ductile behaviors with strain capacities ranging from 0.57 to nearly 0.75%.
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The landsurface bears cracking patterns similar to those produced by multiple episodes of wetting and drying in expansive materials on Earth.
Cracking patterns of strengthened beams are improved.
Cracking patterns were observed during the fatigue tests.
Cracking patterns found on the glass panels are also observed.
Results showed an excellent agreement for cracking patterns.
As is clearly illustrated in Fig. 5b, the WT-SH-100 specimen failed with a distributed shear multiple-crack pattern.
The inclusion of steel fibers with a volume fraction of 0.75% or more effectively restrained concrete spalling and crushing and also promoted multiple narrow cracking patterns in the column.
The ODBS system was fully cracked pattern in term of flexural and shear crack.
For shear behavior, RUHTCC beam exhibited shear strength about 1.91 times that of RC control beam and a large reserve of shear bearing capacity after the shear cracking due to the diagonal multiple-cracking pattern and the stable crack development.
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