scholarly journals Simulation of ceramics fracture due to high rate dynamic impact

2015 ◽  
Vol 653 ◽  
pp. 012050 ◽  
Author(s):  
N A Kazarinov ◽  
V A Bratov ◽  
Y V Petrov
2020 ◽  
Vol 138 ◽  
pp. 106551 ◽  
Author(s):  
Austin Downey ◽  
Jonathan Hong ◽  
Jacob Dodson ◽  
Michael Carroll ◽  
James Scheppegrell

Author(s):  
Seong Hyeon Hong ◽  
Claire Drnek ◽  
Austin Downey ◽  
Yi Wang ◽  
Jacob Dodson

Abstract Real-time model updating of active structures subject to unmodeled high-rate dynamic events require structural model updates on the timescale of 2 ms or less. Examples of active structures subjected to unmodeled high-rate dynamic events include hypersonic vehicles, active blast mitigation, and orbital infrastructure. Due to the unmodeled nature of the events of interest, the real-time model updating algorithm should circumvent any model pre-calculations. In this work, we present a methodology that updates the finite element analysis (FEA) model of a structure experiencing varying dynamics through online measurements. The algorithm is demonstrated for a testbed, comprised of a cantilever beam and a roller that serves as movable support. The structure’s state is updated (i.e. the position of the moving roller) by continuously updating the associated FEA model through an online adaptive meshing and search algorithm. The structure’s state is continuously estimated by comparing the measured signals with FEA models. New FEA models are built based on the enhanced estimate of the structure’s state through adaptive meshing for modal analysis and adaptive search space for the FEA model selection. The proposed methodology is verified experimentally in real-time using the testbed. It is demonstrated that the adaptive features can achieve accurate state estimations within the required 2 ms timescale.


GPS Solutions ◽  
2019 ◽  
Vol 23 (2) ◽  
Author(s):  
Xu Tang ◽  
Xingxing Li ◽  
Gethin Wyn Roberts ◽  
Craig Matthew Hancock ◽  
Huib de Ligt ◽  
...  

2013 ◽  
Author(s):  
Jack Lockerby ◽  
Jason Kerrigan ◽  
Jeremy Seppi ◽  
Jeff Crandall

ChemPhysChem ◽  
2013 ◽  
Vol 14 (3) ◽  
pp. 543-549 ◽  
Author(s):  
Hubert Gojzewski ◽  
Michael Kappl ◽  
Gunnar Kircher ◽  
Wojciech Koczorowski ◽  
Hans-Jürgen Butt ◽  
...  

2018 ◽  
Author(s):  
◽  
Aamer H. Jawdhari

During the initial stages of a collapse, failure of the initiating member (i.e. column loss) can cause a dynamic load redistribution in the surrounding members. The ability of the structure to withstand these dynamically redistributed loads will determine if the building is susceptible to collapse. If the surrounding members cannot support the redistributed load, the second stage of progressive collapse can happen. In this stage, there is falling debris from the failed members surrounding the removed column and dynamic impact on the floors below. Furthermore, while the behavior of RC members under static and high-rate (blast) loads are well researched, there is less information about the response under medium rate loads that occur during collapse. This research first looks specifically at flat-plate slab column connections to study the effect of collapse loading rate on the slab column connection behavior and how that behavior changes the collapse potential of the building. Second, the effect of falling debris load on the lower floors of flat-plate buildings during the collapse is investigated.


2018 ◽  
Vol 32 (9) ◽  
pp. 5015-5026 ◽  
Author(s):  
Jonathan Hong ◽  
Simon Laflamme ◽  
Liang Cao ◽  
Jacob Dodson ◽  
Bryan Joyce

Vibration ◽  
2020 ◽  
Vol 3 (3) ◽  
pp. 204-216
Author(s):  
Jin Yan ◽  
Simon Laflamme ◽  
Premjeet Singh ◽  
Ayan Sadhu ◽  
Jacob Dodson

High-rate dynamic systems are defined as engineering systems experiencing dynamic events of typical amplitudes higher than 100 gn for a duration of less than 100 ms. The implementation of feedback decision mechanisms in high-rate systems could improve their operations and safety, and even be critical to their deployment. However, these systems are characterized by large uncertainties, high non-stationarities, and unmodeled dynamics, and it follows that the design of real-time state-estimators for such purpose is difficult. In this paper, we compare the promise of five time-frequency representation (TFR) methods at conducting real-time state estimation for high-rate systems, with the objective of providing a path to designing implementable algorithms. In particular, we examine the performance of the short-time Fourier transform (STFT), wavelet transformation (WT), Wigner–Ville distribution (WVD), synchrosqueezed transform (SST), and multi-synchrosqueezed transform (MSST) methods. This study is conducted using experimental data from the DROPBEAR (Dynamic Reproduction of Projectiles in Ballistic Environments for Advanced Research) testbed, consisting of a rapidly moving cart on a cantilever beam that acts as a moving boundary condition. The capability of each method at extracting the beam’s fundamental frequency is evaluated in terms of precision, spectral energy concentration, computation speed, and convergence speed. It is found that both the STFT and WT methods are promising methods due to their fast computation speed, with the WT showing particular promise due to its faster convergence, but at the cost of lower precision on the estimation depending on circumstances.


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