Issue 48

S. Bhowmik et alii, Frattura ed Integrità Strutturale, 48 (2019) 419-428; DOI: 10.3221/IGF-ESIS.48.40 421 the knife edges and connected to flex test conditioner. The vertical displacement at the centre of the beam is measured by connecting a Linear Variable Displacement Transducer (LVDT) as shown in Fig. 3. The relationship between the load- CMOD and load-displacement are recorded during entire test run. After testing of specimens under static loading, fatigue tests have been performed under load control manner with sinusoidal wave form of frequency 1 Hz with an acquisition of load, CMOD, time, counts, stroke (displacement of the piston) data. Varying load amplitude has been considered in the present study. The minimum (P min ) and maximum loads (P max ) for the repetitive load cycles have been kept as 0.1 kN and 0.5 kN respectively for first 200 load cycles. Beyond every 200 load cycles, the maximum load level is increased by 0.5 kN . The typical loading pattern is shown in Fig. 4. Figure 1 : (a) Geometrically similar beams of small, medium and large size. Dimensions Specimen designation Span (S) (mm) Length (L) (mm) Depth (D) (mm) Width (B) (mm) Notch size (a 0 )(mm) Small 200 300 50 50 10 Medium 400 550 100 50 20 Large 800 1000 200 50 40 Table 1 : Specimen geometry of beam specimens Experimental results of plain concrete beams of different size tested under three point bending are provided in this section. DIC technique has been employed during the entire test period. The basic principle of DIC is that, it compares digital images of a test specimen at both deformed and undeformed stage. The surface displacement and full field 2D deformation and strain contours can be measured by tracking a collection of pixels blocks called subset with unique speckle pattern in the series of images. Figure 2 : Schematic diagram of a beam