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About Influence of Bolted-Joint Slippage On TH PDF
This document summarizes a study on how slippage of bolted joints in transmission towers affects the response of the towers when subjected to frost heave. Field inspections have shown that standard structural analyses, which assume rigid joints, overestimate member forces in towers. Joint slippage allows redistribution of forces. The study incorporates experimental data on slippage behavior of tower bolted joints into a finite element model to better analyze how joint slippage influences tower behavior under working loads and frost heave displacements. Accounting for joint slippage significantly reduces predicted member forces compared to a rigid joint assumption, providing an explanation for why towers remain stable despite large displacements from frost heave.
Detailed Information
| Author: | ['Francisco Javier Torres Alvarado'] |
|---|---|
| Publication Year: | 2020 |
| Pages: | 19 |
| Language: | English |
| Format: | |
| Price: | FREE |
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