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Concrete In Australia : March 2013
Concrete in Australia Vol 39 No 1 39 (d) Inverted testing arrangement A Central two bars debonded at Ld past Support 1 P 200 Support 2 Ld 1200 1300 600 700 Support 1 A (a) Elevation of specimen Ld (b) Plan of specimen 600 Strain gauge locations 60 120 240 120 60 (c) Cross-section A-A All dimensions in mm 200 two monitored bars cogged edge bar Cover=25or40 Plastic sleeves used to eliminate bond P Support 1 Support 2 Figure 2. Dimensions and loading arrangements of development length specimens.