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It is found that the buckling behavior of the steel in compression after yielding cannot be simulated well by Légeron Model; the compressive buckling stress and compressive strength of the steel with buckling behavior predicted by GA Model agrees well with the test results; and the unloading stiffness of the steel in tension and compression can be well predicted by DM Model.
According to these input parameters, in the fuzzy logic model, the compressive strength of each specimen was predicted.
Analysis revealed that when the experimental stress strain parameters such as the peak stress, strain at peak stress and MOE were incorporated into Popovics stress strain model, the compressive stress strain relationship of the lightweight concrete could be well-estimated.
Based on CDP model, the compressive and tensile behaviors of concrete material are different and the stress strain curves are plotted in Fig. 16.
In this study, we attempted to theoretically model the compressive strength and elastic modulus of hardened cement that had been treated with an expansive additive to reduce the shrinkage.
In our model, the compressive stress is less uniform because of the size of the explants.
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The engineering and physical science communities have dedicated much effort in understanding and modeling the compressive response of distended materials.
According to these input parameters, in the multilayer feed-forward neural networks and Sugeno-type fuzzy inference models, the compressive strength of mortars containing metakaolin are predicted.
From this 'forward modeling', the compressive σ tmax as well as tensile stresses σ tmin and their orientations (θmaxmodel /θminmodel) are determined for a given well trajectory in an arbitrary stress field (see Chapter 4.2).
This study modeled the compressive strength and elastic modulus of hardened cement that had been treated with an expansive additive to reduce shrinkage, in order to determine the mechanical properties of the material.
The effect of scaling of the computational model (size of model) on the compressive strength and post critical response is also studied.
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