1968
DOI: 10.21236/ad0665328
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Validation of Design Theory for Aircraft Arresting-Gear Cable

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Cited by 5 publications
(3 citation statements)
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“…The elastic modulus of the wire cable is generally tension-dependent. Very diverse values of elastic modulus for the steel wire cable have been reported from the experiments in the literatures (Gibson et al, 1968;Kusy and Dilley, 1984), ranging from 90 to 200 GPa depending on the type and construction of cable and the amount of cable tension. Therefore, it was decided to measure the elastic modulus E and the bending rigidity EI of the wire cable by axial pull and transverse bending tests, respectively, at the tension level close to our application.…”
Section: Mechanical Properties Of Sample Wire Cablementioning
confidence: 99%
See 1 more Smart Citation
“…The elastic modulus of the wire cable is generally tension-dependent. Very diverse values of elastic modulus for the steel wire cable have been reported from the experiments in the literatures (Gibson et al, 1968;Kusy and Dilley, 1984), ranging from 90 to 200 GPa depending on the type and construction of cable and the amount of cable tension. Therefore, it was decided to measure the elastic modulus E and the bending rigidity EI of the wire cable by axial pull and transverse bending tests, respectively, at the tension level close to our application.…”
Section: Mechanical Properties Of Sample Wire Cablementioning
confidence: 99%
“…The elastic stretch will disappear after the removal of the external load while the constructional stretch will stay. The constructional stretch of a wire cable is recognized as the minimization of the clearances between wires through compression of the core and adjustment of the wires and strands to external tensile load applied on the wire cable (Gibson et al, 1968). The amount of the load, the type of cable construction, the size of core and the length of cable all affect the constructional stretch.…”
Section: Mechanical Properties Of Sample Wire Cablementioning
confidence: 99%
“…Ringleb FO et al [5] were the first to systematically study the dynamic problems of cables, established the wave equation of stress propagation, and explained the reflection of transverse waves and stress waves in arresting cables. Gibson et al [6][7][8] considered more influencing factors on this basis and established a more comprehensive design theory for arresting cables. ADEC Corporation [9] proposed the wave propagation load theory for calculating the strain dynamic load of arresting cables, which has been applied in engineering.…”
Section: Introductionmentioning
confidence: 99%