کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
1702859 1519398 2016 17 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
An analytical approach to model the hysteretic bending behavior of spiral strands
ترجمه فارسی عنوان
رویکرد تحلیلی برای مدل سازی رفتار خمشی هیسترتیک رشته های مارپیچی
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مکانیک محاسباتی
چکیده انگلیسی


• A new model is presented for the coupled axial-bending behavior of spiral strands.
• The hysteretic bending behavior of strands is theoretically investigated.
• Relative displacements between wires are studied through a new analytical model.
• The cross sectional stiffness matrix properties are theoretically investigated.
• Parametric analyses and comparisons with literature results are shown.

Spiral strands are lightweight and flexible structural elements, widely employed in many different applications, moreover, they are the basic components of stranded wire ropes. Bending behavior can play an important role in modeling slack cables and in “critical” regions of flexible ropes, such as in the neighborhood of clamping devices. When a strand is bent, wires tend to slip relatively one to each other. In the present work, the critical conditions for the onset of inter-layer sliding are investigated by defining the limit domain for wire slipping (the domain of “admissible values” for the axial force of a generic wire, accounting also for the contribution due to bending of the strand). The special case of uniform bending of the strand is considered and a closed form expression of the limit domain is presented. The non-holonomic nature of the strand mechanical model developed in this work leads to a lacking of symmetry for the tangent stiffness matrix. In the paper it is proved that this condition can be de facto relaxed in practical applications and that an elastic potential function, relating the generalized stress and strain variables of the strand in bending, can be defined only under the limit kinematic hypotheses of “full stick-state” or of “full slip-state”. The aforementioned results are used as the starting block from which the strand full mechanical behavior for coupled axial force and bending is derived. Knowledge in closed form of how the limit domain depends upon the strand construction parameters and current stress conditions paves the way to design optimization of the strand.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Applied Mathematical Modelling - Volume 40, Issues 13–14, July 2016, Pages 6451–6467
نویسندگان
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