2018
DOI: 10.1016/j.compstruct.2018.05.077
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An efficient approach for in-plane free and forced vibrations of axially functionally graded parabolic arches with nonuniform cross section

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Cited by 47 publications
(16 citation statements)
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“…These results are in accordance with those presented in [2] for clamped simply supported boundary condition case. The beating phenomenon occurs for tubes under DL loading similar to the other types of loadings, e.g., half rectified sine load [54], as it was reported in [17] for a tube under 300 sequential DL cycles. Figure 16 shows hoop stress variation of tubes subjected to three detonation loading, made of steel, FGM I, FGM IV, and FGM VII materials.…”
Section: Elasto-dynamic Analysissupporting
confidence: 67%
“…These results are in accordance with those presented in [2] for clamped simply supported boundary condition case. The beating phenomenon occurs for tubes under DL loading similar to the other types of loadings, e.g., half rectified sine load [54], as it was reported in [17] for a tube under 300 sequential DL cycles. Figure 16 shows hoop stress variation of tubes subjected to three detonation loading, made of steel, FGM I, FGM IV, and FGM VII materials.…”
Section: Elasto-dynamic Analysissupporting
confidence: 67%
“…The variable functions of E and ρ are now defined. The function of Young's modulus E of AFGM is arbitrary, such as linear [8,11,13], polynomial [3,[5][6][7]12,18], exponential [4,7,16,17], and periodic [7,12] functions previously reported in the literature. In this study, the function E is chosen as a quadratic polynomial based on a single variable θ.…”
Section: Configuration Of Symmetric Circular Archmentioning
confidence: 99%
“…Malekzadeh et al [14,15] studied free vibrations of the arch with temperature-dependent properties which is more applicable to laterally functionally graded arch. For AFG arch, Rajasekaran [16] investigated the free vibration of the parabolic arch using DTEM; Noori et al [17] studied forced vibrations of the parabolic arch using the complementary functions method combined with the Laplace transform; and Lee and Lee [18] studied the free vibration of uniform circular AFG arch. Most of previous works, however, have focused on the arches of conventional cross-section (e.g., circle and rectangle) with homogenous properties in the axial direction.…”
Section: Introductionmentioning
confidence: 99%
“…There are papers on the dynamical behavior of AFG beams [25][26][27] based on linear theories. Calim [28] examined the oscillatory response of AFG Timoshenko beams additionally supported by a viscoelastic bed.…”
Section: Introductionmentioning
confidence: 99%