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crossed-brick couplets and flexural bond strength of concrete masonry units using two-unit prisms The crossed-brick couplet testing can be used to evaluate the bond between a specified brick and a specified mortar; the relative bond between different bricks and a specified mortar, or the relative bond between a specified brick and different mortars Specimens are constructed in the laboratory, using a jig to ensure consistent placement of one brick perpendicularly to the one below with a mortar bed between the two Completed specimens are kept covered for seven days, then stored at a minimum of 50 percent relative humidity Specimens are tested in a machine that pulls the brick units apart, thus measuring tensile bond strength The concrete block prism is formed by laying two units with face shell mortar bedding in the manner specified by ASTM C 952 The concrete masonry unit must be preconditioned to an equivalent relTABLE 45 ASTM Test Methods for Evaluating Bond Strength of Masonry Assemblies ASTM Std No C 952 C 1072 C 1357 E 518 Title ("Standard Test Method for ") Bond Strength of Mortar to Masonry Units Measurement of Masonry Flexural Bond Strength Evaluating Masonry Bond Strength Flexural Bond Strength of Masonry

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n calibration points, there are 12 + 2n unknowns and 7 + 3n constraints At least five conjugate pairs are needed for a solution, but in practice many more calibration points would be used to provide more accuracy The relative orientation problem starts with a set of calibration points and determines the rigid body transformation between the left and right cameras using the projections of these calibration points in the left and right image planes Each calibration point p in the scene projects to point p; in the left camera and point p~ in the right camera Each projected point corresponds to a ray from the center of projection of its camera, through the projected point, and into the scene The rays corresponding to p; and p~ should intersect at point p in the scene, but may not intersect due to errors in measuring the projected locations in the image planes We want to find the relative position and orientation of the two cameras in space, subject to the constraint of unit baseline distance, so that the errors in the locations of the rays in the image planes are minimized Let rz be the ray (vector) from the center of projection of the left camera through point p; in the left image plane, let r r be the ray from the center of projection of the right camera through point p~ in the right image plane, and let b be the vector from the center of projection of the left camera to the center of projection of the right camera We need to work with each ray in the same coordinate system, so rotate rz so that it is in the same coordinate system as ray r r and let r; denote this rotated ray If the two rays intersect, then they lie in the plane normal to r; x rr The baseline lies in this same plane, so the baseline is normal to r; x rr This relationship is expressed mathematically by saying that the dot product of the baseline with the normal to the plane is zero:.

Prisms cut from existing masonry must be handled so as to prevent the joints from becoming subject to tensile stresses ative humidity of not less than 50 percent Completed specimens are kept covered for seven days, then stored at a minimum of 50 percent relative humidity Specimens are tested in a compression machine that applies load eccentrically Test results are used to compute flexural bond strength ASTM warns that variability is a characteristic of masonry bonding ASTM C 952 advises that coefficients of variation of 15 to 35 percent are commonplace

b (r; x r r)

= O

(1260)

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