Flexure and pressure-loading effects on the performance of structure-battery composite beams
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作者:
Thomas, James P.
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US Naval Res Lab, 4555 Overlook Ave SW,Code 6350, Washington, DC 20375 USAUS Naval Res Lab, 4555 Overlook Ave SW,Code 6350, Washington, DC 20375 USA
Thomas, James P.
[1
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Pogue, William R., III
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US Naval Res Lab, 4555 Overlook Ave SW,Code 6350, Washington, DC 20375 USAUS Naval Res Lab, 4555 Overlook Ave SW,Code 6350, Washington, DC 20375 USA
Pogue, William R., III
[1
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Pham, Giang T.
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Marine Corps Syst Command, Quantico, VA USAUS Naval Res Lab, 4555 Overlook Ave SW,Code 6350, Washington, DC 20375 USA
Pham, Giang T.
[2
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Qidwai, Siddiq M.
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Natl Sci Fdn, 4201 Wilson Blvd, Arlington, VA 22230 USAUS Naval Res Lab, 4555 Overlook Ave SW,Code 6350, Washington, DC 20375 USA
Qidwai, Siddiq M.
[3
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机构:
[1] US Naval Res Lab, 4555 Overlook Ave SW,Code 6350, Washington, DC 20375 USA
[2] Marine Corps Syst Command, Quantico, VA USA
[3] Natl Sci Fdn, 4201 Wilson Blvd, Arlington, VA 22230 USA
The effects of sustained three-point bend loading and hydrostatic pressure on the mechanical and energy-storage performance of three structure-battery beam prototypes were experimentally investigated. The SB beams, designed for unmanned underwater vehicle applications, were fabricated using marine-grade structural composite constituents and commercial rechargeable lithium-ion "pouch" cells. Low-temperature cure materials and multistep processing were used in fabrication to avoid exposing the cells to temperatures above 60celcius. The results showed load relaxation (up to 6-18%) under constant displacement three-point bending within the elastic regime due to viscoelastic shear in adhesive bond layers between components and lamina. Concurrent cell charge-discharge during sustained load bending had a small effect on the load (similar to 1% change or less). Energy storage capacity under hydrostatic pressures up to 2 MPa, equivalent to 200 m ocean depth, showed a 6-8% decrease in capacity. The results highlighted the need for some design changes to improve structure-battery component performance including: exclusive use of high-temperature cure resins (epoxy or vinyl ester) to improve structural performance and enable single-step fabrication, and transverse (fiber) reinforcement to strengthen the interlayer bonds and embedded cell pockets to minimize load relaxation effects and maximize component bending strength.
机构:
Civil Engineering Post-Graduation Program: Construction and Infrastructure, Federal University of Rio Grande do Sul, Av. Osvaldo Aranha 99, 7th floor, room 706, RS, Porto AlegreCivil Engineering Post-Graduation Program: Construction and Infrastructure, Federal University of Rio Grande do Sul, Av. Osvaldo Aranha 99, 7th floor, room 706, RS, Porto Alegre
Stein K.J.
Graeff Â.G.
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Civil Engineering Post-Graduation Program: Construction and Infrastructure, Federal University of Rio Grande do Sul, Av. Osvaldo Aranha 99, 7th floor, room 706, RS, Porto AlegreCivil Engineering Post-Graduation Program: Construction and Infrastructure, Federal University of Rio Grande do Sul, Av. Osvaldo Aranha 99, 7th floor, room 706, RS, Porto Alegre
Graeff Â.G.
Garcez M.R.
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机构:
Civil Engineering Post-Graduation Program: Construction and Infrastructure, Federal University of Rio Grande do Sul, Av. Osvaldo Aranha 99, 7th floor, room 706, RS, Porto AlegreCivil Engineering Post-Graduation Program: Construction and Infrastructure, Federal University of Rio Grande do Sul, Av. Osvaldo Aranha 99, 7th floor, room 706, RS, Porto Alegre