43
            
            
              IBRACON Structures and Materials Journal • 2012 • vol. 5  • nº 1
            
            
              
                M. K. EL DEBS | E.K. BELLUCIO
              
            
            
              
                
                  3.3 Mortar characterization tests in strips of pads
                
              
            
            
              As described, the mortar placement in the molding of the pads was
            
            
              performed manually (Figure 3) and also by vibration table. The de-
            
            
              molding process was performed after two days of the molding, be-
            
            
              ing placed for 24 hours in a humid chamber. Then, the samples
            
            
              were removed from the humid chamber and placed at room tem-
            
            
              perature until the day of the testing. The tests were performed after
            
            
              14 days of the molding.
            
            
              
                a) Concentrated load
              
            
            
               This concentrated load test was derived from tests performed
            
            
              by Montedor [5] and Siqueira [6] in order to measure the ca-
            
            
              pacity of accommodation under concentrated loads on strips
            
            
              of composite pad, or accumulated deformation. This test was
            
            
              performed to compare the influence of fiber in the accommoda-
            
            
              tion capacity.
            
            
               These tests consist in cutting pads of 150mm x 150mm into strips
            
            
              of 25mm x 150mm, in which  loads are applied at two points lo-
            
            
              cated at 37.5 mm from the edge of the strip. The load is ap-
            
            
              plied by the deformation control machine at a rate of 0.01mm/s.
            
            
              For each mixture, 10 strip samples of pads are tested, obtaining
            
            
              the load
            
            
              
                versus
              
            
            
              displacement curve for each sample.
            
            
              
                b) Bending tests
              
            
            
               These testswere performed to verify the performance of themortar to
            
            
              bending. The bearing capacity after cracking due to the influence of
            
            
              the fibers was also verified. Six tests were conducted for each mix-
            
            
              ture and each sample was 150mm x 12mm with 30mm wide.
            
            
               Although performing specific tests on pads, the require-
            
            
              ments of ABNT NBR 12142:1991 [11] were established
            
            
              as a standard for the test. Thus, the same measures of
            
            
              support distance and load application according to
            
            
              ABNT NBR 12142:1991 [11]. The support were placed at
            
            
              1cm from the edge of the sample and the points of load
            
            
              application were 1/3 support of the brand. The load was
            
            
              applied to a deformation where the pad began to lose
            
            
              load. To compare the results, stress versus displacement
            
            
              curves were designed and the performance of the speci-
            
            
              mens was verified.
            
            
              
                
                  3.4 Bearing pads tests
                
              
            
            
              
                a) Monotonic loading
              
            
            
               In this case, six pads of 150mm x 150mm were molded for
            
            
              each mixture and for each roughness. The load was applied to
            
            
              the limit of the machine (1500 kN).
            
            
               The purpose of these tests is to analyze the performance of the
            
            
              pad, which is conventionally named stiffness. The relation can
            
            
              be made from the diagram stress
            
            
              
                versus
              
            
            
              deformation. How-
            
            
              ever, as the displacement is concentrated on the surface of the
            
            
              pads, a stress
            
            
              
                versus
              
            
            
              displacement analysis was performed.
            
            
               With the diagram stress
            
            
              
                versus
              
            
            
              displacement a curve is ob-
            
            
              tained. Along the curve, a line is drawn past many points, start-
            
            
              ing where the variation of the curve tends to a straight line.
            
            
              The straight line is drawn once the pad is accommodated due
            
            
              Figure 7 – Results of characterization tests in cylindrical specimens
            
            
              A
            
            
              B
            
            
              C
            
            
              Table 1 – Results of characterization tests
            
            
              Mixture
            
            
              Compression - MPa
            
            
              Tensile - MPa
            
            
              Modulus of Elasticity - GPa
            
            
              PP12
            
            
              40,9
            
            
              3,1
            
            
              12,8
            
            
              Reference
            
            
              79,5
            
            
              3,6
            
            
              23,2