کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
266980 504388 2013 8 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
A fatigue stress-life damage accumulation model for variable amplitude fatigue loading based on virtual target life
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
A fatigue stress-life damage accumulation model for variable amplitude fatigue loading based on virtual target life
چکیده انگلیسی


• A new damage accumulation model is proposed and validated using experimental work.
• The proposed model introduces a time dimension to the conventional S–N curves.
• The model can simulate the effect of non-uniform fatigue loading.
• A case study of a riveted single-track railway bridge was used to verify the model.
• The model can be used to predict the remaining fatigue life of structural details.

Fatigue of structural elements has been a major cause of many catastrophic failures of railway and highway steel bridge. In this research, a new stress-life damage accumulation model is proposed, calibrated and validated using two different experimental works available in the literature. The newly proposed model (called the VTLC, for Virtual Life Target Curves) introduces a time dimension to the conventional S–N curves. The model has the advantage that it can simulate the effect of non-uniform fatigue loading. The VTLC model was then verified using a case study of a riveted single-track railway bridge that was subjected to variable amplitude loading. The numerical simulation shows that the proposed VTLC model is capable of predicting the remaining fatigue life of the studied structural detail under variable amplitude loading.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 52, July 2013, Pages 621–628
نویسندگان
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