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In particular, textile threads as an alternative fiber reinforcement solution for cement based render.
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The optimal reinforcement solutions can result in a significant savings in reinforcement quantities.
Consequently, these zones (HSS) require reinforcement solutions in order to ensure a sufficiently long fatigue life for offshore structures.
Settlement pathologies were detected and the aim of the work is to verify the current safety level and to propose reinforcement solutions if necessary.
If that value is reached, a couple of reinforcement solutions, installing sheets of steel or carbon fiber composite, are proposed and analyzed.
The near-surface mounted (NSM) reinforcement technique has been proven to produce better anchorage behaviour compared to externally bonded reinforcement solutions.
Consequently, these zones are susceptible to fatigue damage and require reinforcement solutions in order to ensure sufficiently-long fatigue life for tubular T-joints.
The characteristics of the optimal reinforcement solutions are identified for each domain, analytical expressions for the domain boundaries are established, and a two-step solution procedure is presented for determining the top and bottom reinforcement required to resist an arbitrary combination of axial load and moment.
The approach, which makes use of Reinforcement Sizing Diagrams (RSD), makes use of a graphical representation of all possible reinforcement solutions for a particular concrete cross-section subjected to a combined loading consisting of bending moment and axial load (M,N).
The reinforcement of solution components depending on the solution quality is an important ingredient of ACO algorithms.
Animals were trained on a fixed ratio 1 (FR1) to press a lever for sucrose reinforcement (10% solution; 50 µl/press).
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