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Fatigue Lifetime with Load Uncertainty Represented by Convex Model
Publisher: American Society of Civil Engineers
Abstract: We evaluate the least time to failure of a linear elastic system with uncertain time‐varying input. The damage is quadratic in the velocity. The uncertainty of the load history is represented by an ellipsoidal Fourier‐bound ...
Robust Reliability of Projects with Activity-Duration Uncertainty
Publisher: American Society of Civil Engineers
Abstract: Today's projects suffer from high uncertainty, great demand for accelerated speed, and severe scarcity of attention of the project manager. At the same time, the schedules of today's projects are expected to be more reliable ...
Non-Probabilistic Models of Uncertainty in the Nonlinear Buckling of Shells With General Imperfections: Theoretical Estimates of the Knockdown Factor
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: A non-probabilistic, set-theoretical treatment of the buckling of shells with uncertain initial geometrical imperfections is presented. The minimum buckling load is determined as a function of the ...
Convex Models of Vehicle Response to Unknown but Bounded Terrain
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: This study presents a nonprobabilistic set theoretical approach to analyzing uncertainty in vehicle vibrations arising from motion along imperfectly known terrain. The uncertainty in the substrate ...
Redundancy and Robustness, or When Is Redundancy Redundant?
Publisher: American Society of Civil Engineers
Abstract: The redundancy of a structure refers to the extent of degradation the structure can suffer without losing some specified elements of its functionality. However, because future structural degradation is unknown during design ...
Sequential Adaptation in Estimating Elastic Boundary-Condition Influence Matrices
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: A method is discussed for adaptive estimation of the boundary-condition influence matrix of a linear elastic system, based on modal measurements (eigenvalues and eigenvectors) and on knowledge ...
Maximum Structural Response Using Convex Models
Publisher: American Society of Civil Engineers
Abstract: Five different convex models are defined to represent sets of uncertain inputs. Analytical expressions are obtained for the response maxima on these convex models. We show that traditional predictions of maximum response ...