Some closed-form solutions of functionally graded beams undergoing nonuniform torsion

被引:57
作者
Barretta, Raffaele [1 ]
Feo, Luciano [2 ]
Luciano, Raimondo [3 ]
机构
[1] Univ Naples Federico II, Dept Struct Engn & Architecture, I-80125 Naples, Italy
[2] Univ Salerno, Dept Civil Engn, I-84084 Fisciano, Sa, Italy
[3] Univ Cassino & Southern Lazio, Dept Civil & Mech Engn, I-03043 Cassino, FR, Italy
关键词
Isotropic elasticity; Nonuniform torsion; Functionally graded materials; Analytical modeling; Multiply connected cross-sections; MASONRY ARCH STRUCTURES; COMPOSITE BARS; CROSS-SECTION; HOMOGENIZED PROPERTIES; SHEAR FORCES; FE ANALYSIS; ELEMENT; FRP; BEHAVIOR; TWIST;
D O I
10.1016/j.compstruct.2014.12.027
中图分类号
O3 [力学];
学科分类号
070301 [无机化学];
摘要
Torsion of linearly elastic isotropic beams, with both cross-sectional and axial inhomogeneities, is analyzed. Twist (rate of torsional rotation along the beam axis) and warping of cross-sections are not uniform if arbitrary axial variations of elastic properties are considered. Composite beams undergoing nonuniform torsion are commonly investigated by finite and boundary element methods. New closed-form solutions are found in the present paper, by detecting axial distributions of longitudinal and shear moduli inducing an axially uniform warping field. The warping is evaluated by SAINT-VENANT beam theory, while twist and axial distribution of shear moduli are inversely proportional. Coordinate-free expressions of displacement, normal and shear stress fields are given for simply and multiply connected cross-sections. Exact solutions are obtained for elliptic and equilateral triangle beams, by assuming exponentially graded longitudinal and shear moduli. New benchmarks for numerical analyses are thus also provided. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:132 / 136
页数:5
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