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For a given stress, the stress intensity factor for a crack in an isotropic material will increase as the crack's length increases. In isotropic materials, the stress intensity factor for a crack is proportional to the crack length. In anisotropic materials, such as concrete and cement , the stress intensity factor is not directly proportional to the crack length and is usually not constant. Instead the stress intensity factor is a function of the orientation of the crack and the crack path.
The stress intensity factor Kij is used to define the capacity of a crack to grow. When a crack K ij>1, it will grow to its full length (or crack path) and is called a critical crack. A critical crack can be anticipated by using the stress intensity factor to calculate the maximum strain expected around the crack tip and then calculating the maximum stress allowed by a material. If the maximum stress is exceeded, the crack will start to grow.
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One of the drawbacks to this approach was that we needed to recompile every time we made even a small change to the code. This slowed everything else we were doing down and because we couldn't always have someone waiting for the application to finish building. 827ec27edc