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Figure 9 shows the strain profile in the beam cross-section before and after debonding failure.
The strain profile of GE2 series (Fig. 16b), exhibited an interesting behaviour.
The strain profile of GE1 series is illustrated in Fig. 16a.
Conventional (a) and high-resolution modes (inset: strain profile measured along the growth direction) (b).
In this figure, a strain profile along the lower QD has also been included.
Results showed that the maximum strain and the overall strain profile differed between the 2 stems.
Open image in new window Fig. 18 Equivalent plastic shear strain profile along the perforation at onset of sand production.
Open image in new window Fig. 8 Defining strain for concrete filaments and steel rebars from strain profile.
Based on laboratory measurements, a design model for the shrinkage strain profile through the thickness of a slab is proposed.
Open image in new window Fig. 8 Defining strain for concrete filaments and steel rebars from strain profile. .
Furthermore, satisfactory comparisons are obtained between the predicted and measured failure loads and strain profile behaviour.
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