
NSF Org: |
CMMI Division of Civil, Mechanical, and Manufacturing Innovation |
Recipient: |
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Initial Amendment Date: | August 5, 2015 |
Latest Amendment Date: | May 30, 2019 |
Award Number: | 1537349 |
Award Instrument: | Standard Grant |
Program Manager: |
Jordan Berg
jberg@nsf.gov (703)292-5365 CMMI Division of Civil, Mechanical, and Manufacturing Innovation ENG Directorate for Engineering |
Start Date: | September 1, 2015 |
End Date: | August 31, 2019 (Estimated) |
Total Intended Award Amount: | $250,000.00 |
Total Awarded Amount to Date: | $266,000.00 |
Funds Obligated to Date: |
FY 2017 = $8,000.00 FY 2019 = $8,000.00 |
History of Investigator: |
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Recipient Sponsored Research Office: |
300 TURNER ST NW BLACKSBURG VA US 24060-3359 (540)231-5281 |
Sponsor Congressional District: |
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Primary Place of Performance: |
VA US 24060-0001 |
Primary Place of
Performance Congressional District: |
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Unique Entity Identifier (UEI): |
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Parent UEI: |
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NSF Program(s): | Dynamics, Control and System D |
Primary Program Source: |
01001718DB NSF RESEARCH & RELATED ACTIVIT 01001920DB NSF RESEARCH & RELATED ACTIVIT |
Program Reference Code(s): |
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Program Element Code(s): |
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Award Agency Code: | 4900 |
Fund Agency Code: | 4900 |
Assistance Listing Number(s): | 47.041 |
ABSTRACT
In addition to the conventional concern of stability and collapse in large-scale engineering structures, buckling phenomena play a key role in many other natural and engineered systems, e.g., plants responding to stimuli, deformations of macro-scale engineering structures, patterning of periodic porous materials, and design of 3D shapes from 2D nanostructures. More generally, predicting the escape from a potential energy well is a universal exercise, and governs behavior in many physical systems that are unable to maintain stability in the face of disturbances. All these situations are essentially dominated by the large-scale organization of system states, as the system finds a way to exit one state (i.e., behavior) and get to another. Often this transition is sudden, and the consequences of this escaping behavior may be catastrophic. Focusing attention on low-order experimental buckling systems is the key intermediate step in transitioning from an abstract theoretical concept to practical and design-oriented guidelines. This award supports an effort to apply a new paradigm, by way of a fresh theoretical-computational approach, to assess the ways in which the problem of escape can be tested experimentally, in a statistical sense, and hence provide a framework for prediction, design, and in some cases prevention, laying the groundwork for more sophisticated design and control of such systems. This project brings together two researchers from complementary backgrounds. Although the framework will be developed within the realm of nonlinear structural dynamics, there are many other potential applications of the mathematics: chemical reactions, nanostructures, earthquake engineering, ship dynamics, to name a few, and even possible utility beyond engineering: certain biological and ecological systems. The broad range and reach of this research project will provide a strong training environment for undergraduate and graduate students. The research team will also develop an active outreach program to excite young minds about dynamics through snap-through phenomena and self-guided inquiry using 3D printer technology at high schools.
This award will support an effort in theoretical and applied mechanics to develop an innovative unified approach to experimental nonlinear structural buckling, using high dimensional cylinder-like phase space structures as the fundamental basis for understanding the dynamics governing motion between potential wells (equilibrium states) in phase space. These tube features organize the evolution of trajectories in phase space in a global sense. This point-of-view will be applied to understand the behavior of a number of axially loaded slender mechanical structures, of varying degrees of complexity. Criteria and routes of escape from a potential well have previously been considered and determined for one degree of freedom systems with time-varying forcing, with reasonable agreement with experiments. However, when there are two or more degrees of freedom, the situation becomes more complicated. Yet, even for the higher dimensional case, recent work suggests the beginnings of a theoretical-computational framework for determining the boundary of those trajectories which will soon escape (or equivalently, transition between wells in multi-well systems). These methods are geometric in nature for deterministic systems, merging naturally into a probabilistic framework when noise and stochastic effects are incorporated. The research develops a consistent approach to a deeper understanding of an important class of structural mechanics problems, with potential applications to buckling prediction for traditional engineered structures, and emerging opportunities to design adaptive structures that can bend, fold, and twist, i.e., controllably morphing structures into a desired shape to achieve some objective.
PUBLICATIONS PRODUCED AS A RESULT OF THIS RESEARCH
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PROJECT OUTCOMES REPORT
Disclaimer
This Project Outcomes Report for the General Public is displayed verbatim as submitted by the Principal Investigator (PI) for this award. Any opinions, findings, and conclusions or recommendations expressed in this Report are those of the PI and do not necessarily reflect the views of the National Science Foundation; NSF has not approved or endorsed its content.
Transition events are very common in both the natural world, daily life and even industrial applications. Examples of transition are the flipping over of umbrellas on a windy day, the snap-through of plant leaves and engineering structures responding to stimuli (also known as buckling), reaction rates in chemical reaction dynamics, the escape and recapture of comets and spacecraft in celestial mechanics, and the capsize of ships. Better understanding and prediction of transitions, or escape, have significance in both utilization and evasion of such events, such as how to transfer spacecraft in specific space missions from one prescribed initial orbit to a desired final orbit with lower energy, or in structural mechanics, how to avoid collapse of structures. From the perspective of mechanics, such behavior can be interpreted as the escape from one local minimum of potential energy (that is, a potential well) to another.
More generally, predicting the escape/transition from a potential energy well is a universal exercise, and governs behavior in many physical systems that are unable to maintain stability in the face of disturbances. All these situations are essentially dominated by the large-scale organization of system states, as the system finds a way to exit one state (that is, one kind of behavior) and get to another, qualitatively different behavior. Often this transition is sudden, and the consequences of this escaping behavior may be catastrophic. Focusing attention on low-order experimental buckling systems is the key intermediate step in transitioning from an abstract theoretical concept to practical and design-oriented guidelines.
This project was an effort to apply a new paradigm, by way of a fresh theoretical-computational approach, to assess the ways in which the problem of escape/transition can be tested experimentally, in a statistical sense, and hence provide a framework for prediction, design, and in some cases prevention, laying the groundwork for more sophisticated design and control of such systems.
For instance, in the context of a beam or other structure that could buckle, we call the moment of buckling ?snap-through?. The results of our theoretical and experimental work show that all trajectories corresponding to snap-through, here termed ?transition trajectories?, must begin within an ellipsoid of transition within an initial energy manifold of the space of all possible states (the high dimensional space which describes the behavior of the system). Using the results from a simplified linearization as an approximation, the transition conduits in the full nonlinear dissipative equations of motion are obtained computationally and able to be visualized. Corroborating experimental results were also obtained.
This project brought together two researchers from complementary theoretical and experimental backgrounds. Although the framework developed was largely within the realm of experimental mechanics, there are many other potential applications of the mathematics: chemical reactions, nanostructures, earthquake engineering, ship dynamics, to name a few, and even possible utility beyond engineering: certain biological and ecological systems. The broad range and reach of this research project proved a strong training environment for undergraduate and graduate students.
Last Modified: 12/30/2019
Modified by: Shane D Ross
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