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- W2113114590 abstract "A finite element approach calculating the rising and the relative slip of steel base plate connections is proposed. Two types of connections are studied, the first consists on a base plate welded to the column end and attached to the reinforced concrete foundation by two anchor bolts. In the second configuration, the connection includes a base plate and four anchor bolts placed outside the flanges of the I-shaped section or hallow form. To take in account the real behavior of this connection, a model by finite elements which considers geometrical and material nonlinearties of the contact and cracking in the concrete foundation. To study the rising of the base plate, an approach treating problems of contact-friction between the base plate and the foundation is developed. The numerical resolution is ensured by the increased Lagrangian method. For the behavior of the concrete foundation, the developed model is based of a compressive elasto-plastic model. The rising–rotations and the rising–slip displacements curves are plotted." @default.
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- W2113114590 date "2011-10-01" @default.
- W2113114590 modified "2023-09-23" @default.
- W2113114590 title "Finite element method for evaluating rising and slip of column–base plate for usual connections" @default.
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- W2113114590 doi "https://doi.org/10.1007/s11223-011-9339-0" @default.
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