Newton’s method for experimental path-following of nonlinear structures

Research output: Contribution to conferenceConference Abstract

Abstract

Traditional experimental testing of nonlinear structures has not evolved beyond the fundamental techniques of force control (dead loading) and displacement control (rigid loading). These two experimental paradigms face the same issues that computational solvers faced before numerical path-following; namely, limit points in the force-displacement response cannot be traversed by sole force or displacement control. To extend the capabilities of nonlinear testing methods, we have implemented an experimental analogue to numerical path-following. In addition to controlling the displacement at the primary load-introduction points, extra actuators and sensors are attached to control the overall shape of the structure. By perturbing the structure at these control points, and recording the resulting changes in reaction force, an “experimental tangent stiffness” matrix is computed, which is then used in a feedback control system based on Newton’s method. Using an experiment on a shallow arch, we demonstrate the capability of the test setup to path-follow stable and unstable equilibria and traverse limit points.
Original languageEnglish
Publication statusPublished - Mar 2020
EventAmerican Physical Society March Meeting - Denver, United States
Duration: 2 Mar 20206 Mar 2020

Conference

ConferenceAmerican Physical Society March Meeting
CountryUnited States
CityDenver
Period2/03/206/03/20

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  • Projects

    Prizes

    Royal Academy of Engineering Research Fellow

    Groh, Rainer (Recipient), 2018

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  • Cite this

    Shen, J., Groh, R., Neville, R. M., Schenk, M., & Pirrera, A. (2020). Newton’s method for experimental path-following of nonlinear structures. Abstract from American Physical Society March Meeting, Denver, United States.