| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 267382 | Engineering Structures | 2012 | 9 Pages |
As a result of changes in design code requirements for wind loads, increased demand for electrical power, and the growing communication industry, retrofitting of existing steel lattice towers has become an important strategy in the transmission tower industry. At present there are two main reinforcing methods that are used in practice for lattice transmission towers. The first method involves adding a number of horizontal braces (diaphragms) to the mid-length of slender, inadequately braced members along the height of the tower; while the second method is focused on strengthening the capacity of the existing legs only by retrofitting them with additional members. In this paper, the most effective leg retrofitting method has been investigated through an experimental testing program using a one-panel angle leg retrofitting model and a nonlinear finite element (FEM) model. A 3D continuum element was developed to model the panels and bolted connections and the results are compared with those obtained from experiments, with good agreement. The model was then simplified using a simple locking system where a special technique was developed to simulate the bolt slip, which was found to be a critical issue from the experiments. The simplified model can then be extended to multi-panel modelling.
► For single-panel, the cruciform type connection provided the highest average strength increase. ► The 3D FE model indicates that the accuracy of the model depends on level of pre-tensioning force. ► A simplified model which can be used for multi-panel retrofitting has been developed. ► The effect of bolt slip was modelled by the use of an innovative slip connection model.
