Fire-induced damage in prestressing steels

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After a fire, even if no collapse happens, there is a possibility of fire-induced damage in the structure. Correct knowledge of residual properties of wires after fire is of major importance for the assessment of the residual load-bearing capacity of a prestressed structure. This paper studies the non-visible fire-induced damages in prestressed wires, including the reduction of the prestress loads and the strength of steel wires produced by the exposure to high temperatures.

SKU: P05410 Category:

Description

After a fire, even if no collapse happens, there is a possibility of fire-induced damage in the structure. Correct knowledge of residual properties of wires after fire is of major importance for the assessment of the residual load-bearing capacity of a prestressed structure. This paper studies the non-visible fire-induced damages in prestressed wires, including the reduction of the prestress loads and the strength of steel wires produced by the exposure to high temperatures.

Additional information

Author(s)

José Miguel Atienza and Manuel Elices, Madrid Polytechnic University, Spain

Publication/Event/Pages

Paper presented at WAI's 80th Annual Convention (Wire Expo) in Milwaukee, May 2010.

Year

2010