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Investigation of the Bending Rigidity of Double Braided Ropes

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dc.creator Msalilwa, Lawrence
dc.creator Kyosev, Yordan
dc.creator Rawal, Amit
dc.creator Kumar, Uttam
dc.date 2016-07-21T17:28:05Z
dc.date 2016-07-21T17:28:05Z
dc.date 2016-01
dc.date.accessioned 2018-03-27T08:38:11Z
dc.date.available 2018-03-27T08:38:11Z
dc.identifier Msalilwa, L.R., Kyosev, Y., Rawal, A. and Kumar, U., 2016. Investigation of the Bending Rigidity of Double Braided Ropes. In Recent Developments in Braiding and Narrow Weaving (pp. 47-57). Springer International Publishing.
dc.identifier http://hdl.handle.net/20.500.11810/3366
dc.identifier 10.1007/978-3-319-29932-7_5
dc.identifier.uri http://hdl.handle.net/20.500.11810/3366
dc.description Full text can be accessed at http://link.springer.com/chapter/10.1007/978-3-319-29932-7_5
dc.description This work presents an investigation about the bending rigidity of double braided ropes. The braid structure is subjected to bending condition by fixing one end and leaving the other end to hang freely and bend under its own weight to a set deflection limit and its length is measured. The length and deflection are then used to calculate the bending stiffness and bending moment using the beam deflection equation. The bending behavior of single braided and double braided tubular ropes is also studied and compared. Highest bending rigidity was obtained with double braided tubular ropes compared to single braided tubular ropes. It is observed that, braided structures are very weak under transverse loading, their strength are improved when more structural layers are braided together. High braiding angle of braid structures is observed to improve bending stiffness and bending moment.
dc.language en
dc.subject Double braiding
dc.subject Bending stiffness
dc.subject Area moment
dc.subject Boundary condition
dc.title Investigation of the Bending Rigidity of Double Braided Ropes
dc.type Book chapter


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