Analysis and Modeling of Snap Loads on Synthetic Fiber Ropes

When a rope quickly transfers from a slack state to a taut state, a snapping action occurs and produces a large tensile force which is known as a snap load. Energy is dissipated during this snap load, and it is proposed to use synthetic fiber ropes as a type of passive earthquake damper in order to...

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Main Author: Hennessey, Christopher Michael
Other Authors: Civil Engineering
Format: Others
Published: Virginia Tech 2011
Subjects:
Online Access:http://hdl.handle.net/10919/9616
http://scholar.lib.vt.edu/theses/available/etd-11092003-135228
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spelling ndltd-VTETD-oai-vtechworks.lib.vt.edu-10919-96162020-09-29T05:43:53Z Analysis and Modeling of Snap Loads on Synthetic Fiber Ropes Hennessey, Christopher Michael Civil Engineering Plaut, Raymond H. Charney, Finley A. Murray, Thomas M. Snap Loads Cables Synthetic Fiber Ropes Drop Tests Hysteresis When a rope quickly transfers from a slack state to a taut state, a snapping action occurs and produces a large tensile force which is known as a snap load. Energy is dissipated during this snap load, and it is proposed to use synthetic fiber ropes as a type of passive earthquake damper in order to take advantage of this phenomenon. This thesis is the second phase of a multi-stage research project whose goal is to investigate and develop what will be known as Snapping-Cable Energy Dissipators (SCEDs). The experimental data that was collected in the Master'­s Thesis of Nicholas Pearson was organized and analyzed as a part of this research in order to evaluate the behavior of the ropes during the snapping action. Additional tests were also conducted for this project under more controlled conditions in order to better understand how the ropes change throughout a sequence of similar snap loadings and also to determine the amount of energy that is dissipated. The data from both projects was then used as input parameters for a mathematical model that was developed to characterize the behavior of the ropes during a snap load. This model will be utilized in subsequent research involving the finite element analysis of the seismic response of structural frames containing SCEDs. Master of Science 2011-08-06T14:41:46Z 2011-08-06T14:41:46Z 2003-11-07 2003-11-09 2003-11-18 2003-11-18 Thesis etd-11092003-135228 http://hdl.handle.net/10919/9616 http://scholar.lib.vt.edu/theses/available/etd-11092003-135228 03_-_Table_of_Cotents.pdf 10_-_Chapter_7_-_Summary_and_Conclusions.pdf 04_-_Chapter_1_-_Intro_and_Lit_Review.pdf 12_-_Appendix_A.pdf 07_-_Chapter_4_-_Analysis_Procedure.pdf 02_-_Abstract.pdf 08_-_Chapter_5_-_Analysis_Results.pdf 13_-_Appendix_B.pdf 15_-_Vita.pdf 14_-_Appendix_C.pdf 06_-_Chapter_3_-_Current_Research.pdf 09_-_Chapter_6_-_Model.pdf 05_-_Chapter_2_-_Previous_Research.pdf 01_-_Cover.pdf 11_-_References.pdf In Copyright http://rightsstatements.org/vocab/InC/1.0/ ETD application/pdf application/pdf application/pdf application/pdf application/pdf application/pdf application/pdf application/pdf application/pdf application/pdf application/pdf application/pdf application/pdf application/pdf Virginia Tech
collection NDLTD
format Others
sources NDLTD
topic Snap Loads
Cables
Synthetic Fiber Ropes
Drop Tests
Hysteresis
spellingShingle Snap Loads
Cables
Synthetic Fiber Ropes
Drop Tests
Hysteresis
Hennessey, Christopher Michael
Analysis and Modeling of Snap Loads on Synthetic Fiber Ropes
description When a rope quickly transfers from a slack state to a taut state, a snapping action occurs and produces a large tensile force which is known as a snap load. Energy is dissipated during this snap load, and it is proposed to use synthetic fiber ropes as a type of passive earthquake damper in order to take advantage of this phenomenon. This thesis is the second phase of a multi-stage research project whose goal is to investigate and develop what will be known as Snapping-Cable Energy Dissipators (SCEDs). The experimental data that was collected in the Master'­s Thesis of Nicholas Pearson was organized and analyzed as a part of this research in order to evaluate the behavior of the ropes during the snapping action. Additional tests were also conducted for this project under more controlled conditions in order to better understand how the ropes change throughout a sequence of similar snap loadings and also to determine the amount of energy that is dissipated. The data from both projects was then used as input parameters for a mathematical model that was developed to characterize the behavior of the ropes during a snap load. This model will be utilized in subsequent research involving the finite element analysis of the seismic response of structural frames containing SCEDs. === Master of Science
author2 Civil Engineering
author_facet Civil Engineering
Hennessey, Christopher Michael
author Hennessey, Christopher Michael
author_sort Hennessey, Christopher Michael
title Analysis and Modeling of Snap Loads on Synthetic Fiber Ropes
title_short Analysis and Modeling of Snap Loads on Synthetic Fiber Ropes
title_full Analysis and Modeling of Snap Loads on Synthetic Fiber Ropes
title_fullStr Analysis and Modeling of Snap Loads on Synthetic Fiber Ropes
title_full_unstemmed Analysis and Modeling of Snap Loads on Synthetic Fiber Ropes
title_sort analysis and modeling of snap loads on synthetic fiber ropes
publisher Virginia Tech
publishDate 2011
url http://hdl.handle.net/10919/9616
http://scholar.lib.vt.edu/theses/available/etd-11092003-135228
work_keys_str_mv AT hennesseychristophermichael analysisandmodelingofsnaploadsonsyntheticfiberropes
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