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- W74909308 abstract "The objective of this analysis is threefold: (1) to determine the residual stress distribution in two unanchored structures, the waste package and drip shield, subjected to seismic excitation; (2) to estimate the extent and spatial distribution of the area of the two structures for which the residual first principal stress exceeds certain limits; (3) to determine whether or not separation of interlocking drip shield segments occurs during the vibratory ground motion. Introduction Two sets of analyses are performed to meet the objective: the first is focused on the waste package and the second on the drip shield. A cutaway view on the first model is presented in Figure 1. Figure 1. Setup for Waste Package Analysis A similar view of the setup for the drip shield analysis is presented in Figure 2. The three components of the ground motion time history are simultaneously applied on the invert surface. The momentum is transferred to all unanchored objects solely by friction and impact. DRIP SHIELD PALLET INVERT TUNNEL WALLS" @default.
- W74909308 created "2016-06-24" @default.
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- W74909308 date "2004-03-29" @default.
- W74909308 modified "2023-09-23" @default.
- W74909308 title "Finite element analysis of unanchored structures subjected to seismic excitation" @default.
- W74909308 hasPublicationYear "2004" @default.
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