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- Fachbereich Medizintechnik und Technomathematik (205) (remove)
A new formulation to calculate the shakedown limit load of Kirchhoff plates under stochastic conditions of strength is developed. Direct structural reliability design by chance con-strained programming is based on the prescribed failure probabilities, which is an effective approach of stochastic programming if it can be formulated as an equivalent deterministic optimization problem. We restrict uncertainty to strength, the loading is still deterministic. A new formulation is derived in case of random strength with lognormal distribution. Upper bound and lower bound shakedown load factors are calculated simultaneously by a dual algorithm.
Combining physiological relevance and throughput for in vitro cardiac contractility measurement
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Pressure distribution to the distal biceps tendon at the radial tuberosity: a biomechanical study
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Postural and metabolic benefits of using a forearm support walker in older adults with impairments
(2019)
Kyphoplasty of Osteoporotic Fractured Vertebrae: A Finite Element Analysis about Two Types of Cement
(2019)
