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ASTM C 1072 determines comparative values of flexural bond strength of non-reinforced masonry The procedure involves physical testing of each mortar joint in the masonry test specimen Bond strengths determined from this test method can be used to evaluate the compatibility of mortars and masonry units; or to determine the effect of various factors on flexural bond strength, including masonry unit or mortar properties, workmanship, curing conditions, and coatings on masonry units Flexural bond strength determined by this test method should not be interpreted as the flexural bond strength of the constructed masonry wall, but can be used to predict that strength Also, results do not indicate the extent of bond for purposes of water permeance evaluation Test specimens for ASTM C 1072 may be fabricated in the laboratory, constructed in the field, or cut from existing masonry construction Test specimens consist of prisms, two or more units in height, with a minimum width of 4 inches When possible, the width should be one full masonry unit A test set includes a minimum of five joint tests Laboratory-prepared specimens should be cured in laboratory air (75 plus or minus 15 degrees F, relative humidity between 30 and 70 percent), and field-prepared specimens should be cured at atmospheric conditions similar to those in the masonry structure that they are intended to represent Prisms cut from existing masonry must be handled so as to prevent the joints from becoming subject to tensile stresses

This relationship is called the coplanarity condition Due to measurement errors, the rays will not intersect and the coplanarity condition will be violated We can formulate a least-squares solution to the relative orientation problem by minimizing the sum of the squared errors of deviations from the triple products that represent the coplanarity condition:

additive, zero-mean Gaussian noise, so that the gray values are drawn from normal distributions Suppose that two adjacent regions RI and R2 contain mi and m2 points, respectively There are two possible hypotheses: Ho: Both regions belong to the same object In this case, the intensities are

all drawn from a singleGaussian distribution with parameters (JLo,0'5)

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Prisms are tested in a bond wrench frame that twists one of the masonry units off the remainder of the prism The direction of loading is perpendicular to the length of the masonry unit Flexural tensile strength is reported to the nearest psi and is based on gross area for solid units and on net area for hollow units The report should include a description of the failure mode; that is, whether the failure occurred at the top of the mortar joint, at the bottom of the mortar joint, or at both locations

HI: The regions belong to different objects In this case, the intensities of each region are drawn from separate Gaussian distributions with parameters (JLb O'n and (JL2, O'~)

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