A probabilistic creep and fatigue model for timber materials

Michael Havbro Faber Nielsen; Jochen Köhler

A probabilistic creep and fatigue model for timber materials

Michael Havbro Faber Nielsen, Jochen Köhler

Research output: Contribution to book/anthology/report/conference proceeding › Article in proceeding › Research

Abstract

Taking basis in a fracture mechanical modeling of the development of damage in structural timber the present paper addresses the adoption of this model for the probabilistic assessment of the Duration of Load (DOL) effect in structural timber. Whereas the previously developed probabilistic models for the assessment of damage in timber structures subject to random time varying loads have been limited to consider creep effects the present model also considers fatigue induced damage. First a reformulation of the

Original language	English
Title of host publication	Proceedings to the 9th International Conference on Applications of Statistics and Probability in Civil Engineering ICASP9
Number of pages	7
Publication date	2003
Pages	1141-1148
Publication status	Published - 2003
Externally published	Yes

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title = "A probabilistic creep and fatigue model for timber materials",

abstract = "Taking basis in a fracture mechanical modeling of the development of damage in structural timber the present paper addresses the adoption of this model for the probabilistic assessment of the Duration of Load (DOL) effect in structural timber. Whereas the previously developed probabilistic models for the assessment of damage in timber structures subject to random time varying loads have been limited to consider creep effects the present model also considers fatigue induced damage. First a reformulation of the ",

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AB - Taking basis in a fracture mechanical modeling of the development of damage in structural timber the present paper addresses the adoption of this model for the probabilistic assessment of the Duration of Load (DOL) effect in structural timber. Whereas the previously developed probabilistic models for the assessment of damage in timber structures subject to random time varying loads have been limited to consider creep effects the present model also considers fatigue induced damage. First a reformulation of the

M3 - Article in proceeding

SP - 1141

EP - 1148

BT - Proceedings to the 9th International Conference on Applications of Statistics and Probability in Civil Engineering ICASP9

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