Estimating probability of fatigue failure of steel structures
نویسندگان
چکیده
منابع مشابه
non-linear study of various slit shear walls in steel structures
seismic retrofit strategies have been developed in the past few decades following the introduction of new seismic provisions and the availability of advanced materials and methods. it can be observed that new approaches to deal with more lateral forces are more innovative and more energy absorbent. in line with this, there is a growing trend toward the use of steel shear walls as a system with ...
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Ratcheting-fatigue investigations have been carried out to understand the ratcheting-fatigue failure of carbon manganese steel (conforming to ASME specification of SA-333 Gr.6). Experiments have been conducted on pressurized pipe-elbow assembly subjected to reversible cyclic bending, to assess the failure mechanics owing to ratcheting-fatigue synergy. These studies are required to evaluate the ...
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Whether the structure is stable depends on the values of the parameters θ = (θ1, . . . , θn) which describe the structure and its environment. Usually, we know the limit function g(θ) describing stability: a structure is stable if and only if g(θ) > 0. If we also know the probability distribution on the set of all possible combinations θ, then we can estimate the failure probability P . In prac...
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ژورنال
عنوان ژورنال: Acta et Commentationes Universitatis Tartuensis de Mathematica
سال: 2020
ISSN: 2228-4699,1406-2283
DOI: 10.12697/acutm.2019.23.21