Saturday, 20 December 2008

Nonlinear Finite Element Analysis of Grouted and Ungrouted Hollw Interlocking mortarless Block Masonry System

Nonlinear Finite Element Analysis of Grouted and Ungrouted Hollow

1 comment:

  1. I can see the relationships between the normal tangent stiffness of the joint and biaxial stresses effect on the uniaxial stress–strain. But, how about investigating of the appropriate and simple methods for measuring surface imperfections of dry-stack interlock bricks as a quality control measure.

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