Article
Materials Science, Multidisciplinary
David Hoffmeyer, Jan Hogsberg
Summary: This study discusses the damping of torsional vibrations in beams using discrete axial viscous dampers in configurations constituting bimoments. It is found that the use of calibrated parameters with the governing differential equation can accurately determine damped frequencies and damping ratios, with significant damping ratios obtained for the lowest torsional mode.
MECHANICS OF ADVANCED MATERIALS AND STRUCTURES
(2021)
Article
Chemistry, Multidisciplinary
Chao Yan, Xiaowei Xu, Tianli Wang, Yisheng Li, Yuning Wang, Xiaoqing Wu, Yujun Li
Summary: This study investigates the impact of resin pins with different diameters and numbers on the bending performance and damage mode of sandwich structures. The results show that a 2mm diameter resin pin increases the load-bearing capacity by 41.8%. The failure modes differ based on the diameters, amounts, and spacing of resin pins. Uncertainty analysis was performed using CT three-dimensional reconstruction and finite element method (FEM).
Article
Construction & Building Technology
Noor Ayaad, Nazar Oukaili
Summary: This study investigates the impact responses and torsional behavior of reinforced concrete L-shaped spandrel beams under eccentric loading using strengthening techniques. The results show that the impact force increased by 46% for specimens with CFRP sheets and by 14.5% for specimens treated with the ETS method. The ETS technique proved to be more effective in enhancing torsional capability.
CASE STUDIES IN CONSTRUCTION MATERIALS
(2023)
Article
Mechanics
Fatemeh Sohani, H. R. Eipakchi
Summary: This article presents an analytical procedure to predict the beams nonlinear natural frequencies using the first-order shear deformation theory. It derives a set of motion equations and solves them analytically using the multiple scales method. The influences of axial load and aspect ratio on linear and nonlinear frequencies are studied. The results show the noticeable effect of axial and transverse amplitudes on nonlinear frequencies.
MECHANICS BASED DESIGN OF STRUCTURES AND MACHINES
(2023)
Article
Mathematics, Applied
M. Jahangiri, M. Asghari
Summary: The non-classical continuum theory of strain gradient elasticity effectively captures small-scale effects in micro-structures. A formulation is developed to investigate the coupled torsional-flexural vibrations of micro-rotors considering inertia nonlinearities. The strain gradient theory predicts more reliable results for micro-rotors with thin shafts compared to classical continuum mechanics.
APPLIED MATHEMATICS AND COMPUTATION
(2023)
Article
Construction & Building Technology
R. N. F. Carmo, R. Martins, R. Goncalves, H. Costa, E. Julio
Summary: Composite beams with varying cement distribution along the cross-section can increase durability and reduce ecological impact. This study analyzed the effects of a high durability concrete external layer and a low binder concrete core on the strength and stiffness of beams. The results showed improved structural behavior, increased flexural and shear strength, and reduced cracking.
CONSTRUCTION AND BUILDING MATERIALS
(2023)
Article
Polymer Science
Hiroshi Yoshihara, Momoka Wakahara, Masahiro Yoshinobu, Makoto Maruta
Summary: This study determined the in-plane and out-of-plane shear moduli of XPS through torsional vibration tests and compared them with results from flexural vibration tests. The torsional vibration tests accurately measured the shear moduli with less dependence on sample width. Performing a range of torsional vibration tests is recommended for accurate measurement of both in-plane and out-of-plane shear moduli of XPS.
Article
Engineering, Civil
Hisham Al-Azzani, Weiyong Wang, Yanhong Zhang
Summary: A numerical analysis was conducted to study the lateral-torsional bending behavior of high-strength steel beams at high temperatures. The study found that the overall bending capacity of laterally unrestrained steel beams deteriorates at high temperatures. Design curves for evaluating the flexural-torsional buckling of high-strength steel beams at elevated temperatures were proposed.
INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS
(2022)
Article
Engineering, Civil
Linh Van Hong Bui, Trung Nguyen-Thoi
Summary: The flexural-shear deformation theory approach is developed to simulate the shear behavior of reinforced concrete beams strengthened with embedded-through section fiber-reinforced polymer bars. The approach combines flexural and shear deformation parameters into an algorithm, simplifying the analysis and reducing computation time. The developed model shows excellent agreement and accuracy when compared to experimental data. In addition, a parametric study is conducted to explore the effects of design variables for ETS-strengthened beams, providing valuable insights beyond the American Concrete Institute guideline.
ENGINEERING STRUCTURES
(2023)
Article
Mechanics
Claudio Boni, Gianni Royer-Carfagni
Summary: This paragraph discusses the characteristics of flexural tensegrity structures and the effects of nonlinear behavior on bending stiffness and structural damping. It also analyzes the vibration properties under harmonic excitation and the phenomena of parametric resonance.
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS
(2021)
Article
Mechanics
Christoph Adam, Dominik Ladurner, Thomas Furtmueller
Summary: This paper presents a beam theory for the moderately large dynamic response of slightly curved linear elastic layered beams with interlayer slip. The theory is based on the layerwise application of the Euler-Bernoulli theory and can be applied to an arbitrary number of layers. Two- and three-layer beams are specifically considered in this paper. Examples are provided to demonstrate the effect of an imperfect beam axis on the nonlinear dynamic response. Comparison with finite element analysis shows the accuracy of the proposed beam theory.
COMPOSITE STRUCTURES
(2022)
Article
Mechanics
Yong Cai, Haijun Chen, Xiaoyue Fan, Xiaoyong Lv
Summary: This paper proposes a solution for analyzing the flexural-torsional response of a thin-walled beam with an open mono-symmetric cross section and under moving loads induced by a moving mass. The reliability and advancement of the proposed analytical solutions are confirmed by comparing the analytical results with those calculated by previous solutions. The findings reveal the importance of the additional torsional moment and other influential parameters on the lateral displacements of thin-walled beams.
Article
Materials Science, Multidisciplinary
Kevin Orloske
Summary: This paper studies the equilibrium equations for the coupled flexural-flexural-torsional-extensional mechanics of an axially moving beam with initial tension. Numerical solutions are presented for two types of boundary misalignment that result in out-of-plane flexural-torsional equilibria. The governing equations cannot be expressed in first-order form with all non-linear terms and appear to be missing boundary conditions, complicating the numerical solution. The results are compared to an existing reduced model, confirming previously employed simplifying assumptions. Finally, an alternative form of the equations of motion is derived that is simpler and consists of only polynomial non-linearities, capturing the behavior studied with only a small reduction in accuracy compared to other models.
MATHEMATICS AND MECHANICS OF SOLIDS
(2023)
Article
Mechanics
Pavel Kucera, Andrii Kondratiev, Vaclav Pistek, Igor Taranenko, Tetyana Nabokina, Zdenek Kaplan
Summary: Based on the generalized theory of elasticity of thin-walled beams, a mathematical model of the flexural-torsional deformation of non-uniform cross section open-profile thin-walled composite beams under thermo-mechanical loading has been developed in this study. Several experimental studies were conducted to validate the reliability of the developed approach for determining the spatial displacements of these beams. Analytical dependences were obtained for the displacements of characteristic points of selected compound cross sections, which can serve as a basis for the optimal design and manufacturing of thin-walled anisotropic profiles and for proposing measures to reduce deformation caused by the production process.
COMPOSITE STRUCTURES
(2023)
Article
Computer Science, Interdisciplinary Applications
Hyeong-Gook Kim, Jung-Yoon Lee, Kil-Hee Kim
Summary: The current design equations for predicting the torsional capacity of RC members are inaccurate, underestimating the strength of under-reinforced members and overestimating the strength of over-reinforced members. This paper introduces an analytical model that accurately predicts the thickness of shear flow path in RC beams subjected to pure torsion, improving the design accuracy of the ACI 318 code.
COMPUTERS AND CONCRETE
(2022)
Article
Acoustics
I. C. Dikaros, E. J. Sapountzakis, A. K. Argyridi
JOURNAL OF SOUND AND VIBRATION
(2016)
Article
Engineering, Civil
E. J. Sapountzakis, P. G. Syrimi, I. A. Pantazis, I. A. Antoniadis
ENGINEERING STRUCTURES
(2017)
Article
Mechanics
A. E. Kampitsis, E. J. Sapountzakis
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS
(2017)
Article
Engineering, Mechanical
I. C. Dikaros, E. J. Sapountzakis
JOURNAL OF ENGINEERING MECHANICS
(2017)
Review
Acoustics
E. J. Sapountzakis, I. N. Tsiptsis
JOURNAL OF VIBRATION AND CONTROL
(2018)
Editorial Material
Mechanics
Michel Geradin, Evangelos J. Sapountzakis, Evtim V. Zahariev
MECHANICS BASED DESIGN OF STRUCTURES AND MACHINES
(2017)
Article
Mechanics
Ioannis N. Tsiptsis, Evangelos J. Sapountzakis
MECHANICS BASED DESIGN OF STRUCTURES AND MACHINES
(2018)
Article
Engineering, Mechanical
I. C. Dikaros, E. J. Sapountzakis
JOURNAL OF ENGINEERING MECHANICS
(2017)
Article
Engineering, Civil
Amalia K. Argyridi, Evangelos J. Sapountzakis
ENGINEERING STRUCTURES
(2018)
Article
Engineering, Civil
Amalia K. Argyridi, Evangelos J. Sapountzakis
THIN-WALLED STRUCTURES
(2019)
Article
Mechanics
Ioannis N. Tsiptsis, Evangelos J. Sapountzakis
ARCHIVE OF APPLIED MECHANICS
(2018)
Article
Engineering, Civil
Ioannis N. Tsiptsis, Evangelos J. Sapountzakis
INTERNATIONAL JOURNAL OF BRIDGE ENGINEERING
(2017)
Article
Computer Science, Interdisciplinary Applications
Ioannis N. Tsiptsis, Evangelos J. Sapountzakis
COMPUTERS & STRUCTURES
(2017)
Article
Computer Science, Interdisciplinary Applications
E. J. Sapountzakis, I. N. Tsiptsis
COMPUTERS & STRUCTURES
(2017)
Article
Mechanics
Amalia Argyridi, Evangelos Sapountzakis
JOURNAL OF APPLIED AND COMPUTATIONAL MECHANICS
(2016)