Teaching and research in the Mechanics and Computation Group is devoted to the study of a broad range of mechanical phenomena including the behavior of solids, fluids, biological tissues and complex materials under the actions of loads.
Further, the weak form of the equilibrium equation for the deflected shell panel structure under the combined action of loading is achieved via two-dimensional nine noded isoparametric Lagrangian elements.
The microscopic origin of this behavior has been attributed to the mechanical action of load carrying capacity.
Under the action of loads, changing material property, structural reinforcement and so on, dam behavior expresses the uncertain variation characteristics.
In cold environments, concrete structures are subjected to a combined action of load, freeze thaw cycles, and salt attack.
The damage of the beams would be serious with the increase of the sustained load under the coupling action of load and the freeze-thaw cycle.
In this paper, a new strategy of EDC based on the utilization of emergency action of load-generation tripping is proposed for damping inter-area oscillation.
Therefore, the coupling action of loads with a chloride wet-dry cycle and freeze-thaw cycle, on the flexural performance of RC beams strengthened with TRC was studied.
In order to effectively utilize the emergency action of load-generation tripping as an EDC strategy, based on the inertia and damping coefficient of oscillating groups of generators, a new damping index (DI) is proposed.
In summary, the coupling action of loads and the corrosion environment have a substantial influence on the TRC-strengthened beam, causing a change of the failure mode, bearing capacity and deflection of beams.
