1991
DOI: 10.1016/0020-7403(91)90068-e
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Optimization of hybrid aluminum/cfrp box beams

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Cited by 15 publications
(6 citation statements)
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“…If CFRPs are applied to the space truss structure, the angle and direction of the ply layer can be designed based on the specific type of force borne and the design requirements, and can be arranged reasonably to ensure that the fiber direction is consistent with the axial load direction. This concept has been used to effectively improve the design freedom of truss structures (Cai and Aref, 2015;Triantafillou et al, 1991;Xiao et al, 2020). The method maximizes the material strength, reduces the weight of the truss, and realizes the optimal lightweight design goal (Liu et al, 2020(Liu et al, , 2022Vitale et al, 2020;Zhang and Yanagimoto, 2021;Zhang et al, 2020).…”
Section: Introductionmentioning
confidence: 99%
“…If CFRPs are applied to the space truss structure, the angle and direction of the ply layer can be designed based on the specific type of force borne and the design requirements, and can be arranged reasonably to ensure that the fiber direction is consistent with the axial load direction. This concept has been used to effectively improve the design freedom of truss structures (Cai and Aref, 2015;Triantafillou et al, 1991;Xiao et al, 2020). The method maximizes the material strength, reduces the weight of the truss, and realizes the optimal lightweight design goal (Liu et al, 2020(Liu et al, , 2022Vitale et al, 2020;Zhang and Yanagimoto, 2021;Zhang et al, 2020).…”
Section: Introductionmentioning
confidence: 99%
“…Since the 1990s, some scholars have explored the possibility of minimizing the beam weight while ensuring the performance of the straight tubes. This could be primarily achieved by using polymer matrix composites in combination with a lightweight aluminum alloy: the studies by Triantafillou [12] and Broughton [13] laid the foundation for this approach. The aluminum alloy/carbon fiber-reinforced polymer (CFRP) composite tube beam was prepared by attaching a unidirectional carbon fiber-reinforced epoxy matrix composite to the upper and lower surfaces of the hollow aluminum alloy square tube by Triantafillou.…”
Section: Introductionmentioning
confidence: 99%
“…During weight minimization of pressure vessels, a lower limit may be imposed on the burst pressure. 973 Similarly, structural performance constraints are applied, if other failure modes are likely to be critical such as local or global buckling, 7,30,35,42,43,47,51,53,84,87,88,90,92,104,107,108,122,123,144,150,165,166,171,178,188,198,207,208,213,222,244,248,249,254,258,265,267,268,276,277,286,321,328,344,363,375,388,390,400,404,405,415,423,437,448,495,497,511,516,518,520,…”
Section: Introductionmentioning
confidence: 99%
“…,12,18,25,28,34,38,42,47,49,59,84,122,123, 127-129,131,143,145,146,156,165,200,222,225,227,238,240,256,258,261, 265,269,272,282,283,293,315,344,351,360,403,410,412,413,419,422,423, 437,469,470,476,498,500,503,520,530,552,563,565,568,583,592,595,607, 615,620,632,640,641,674,665,724,726,741,745,761,765,771,793,802,812, 848,858,860,861,876,884,911,913,915,923,944,965,970,977,992,1004 twist angle, 217,741,913 curvatures, 324,588 laminate strain components, " xx , " yy , or xx , 192,226,404,491,495,637,717,727, 761,836,859,897,912,922,981 strain energy,820,876,953 or a lower limit on extensional stiffness terms, A ij ,17,35,113,198,317,543,554,589 transverse shear stiffness,113,925 torsional and/or bending stiffness,62,71,81,93,96,105,106,176,178, 230,274,292,554,747,825 axial stiffness,566,947 prebuckling and/or postbuckling stiffness,686 elastic moduli,86,95,110, 117,162,291,377,378,386,408,424,431,514,545,747,1002 stiffness coefficients, 427 bulk modulus,…”
mentioning
confidence: 99%