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- W2368135101 abstract "The reason of longitudinal cracks on the lock's surface cannot be explained by conventional design methods.We brought the soil consolidation theory into the analysis of floor's stress,established a FEM simulation model according to the construction procedure of a lock,and further discussed the reason by comparing the results with that gained by the conventional design method.Finally we draw a conclusion that the conventional design method is a transient entire method that neither considers the locks' construction procedure nor considers time characteristics of the soil settling and leads to a big deviation of the floor's surface stress,and put forward a proposal that designer should apply the simulation method to compute and analyze the floor stress." @default.
- W2368135101 created "2016-06-24" @default.
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- W2368135101 date "2013-01-01" @default.
- W2368135101 modified "2023-09-23" @default.
- W2368135101 title "Finite element simulation of a castle structure and influence of the construction procedure on the floor stress" @default.
- W2368135101 hasPublicationYear "2013" @default.
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