A Dynamic Analysis Method for Complex Cable Systems Based on Dynamic Stiffness Method

Danhui Dan , Xia Liao , Fei Han

Prestress Technology ›› 2023, Vol. 1 ›› Issue (1) : 15 -29.

PDF (1365KB)
Prestress Technology ›› 2023, Vol. 1 ›› Issue (1) :15 -29. DOI: 10.59238/j.pt.2023.01.002
Scientific Research
research-article
A Dynamic Analysis Method for Complex Cable Systems Based on Dynamic Stiffness Method
Author information +
History +
PDF (1365KB)

Abstract

Cable structure is an important type of structural bearing system. With the increasing of span and height of modern engineering structure, the length of cable used in civil engineering is increasing, and its structural form becomes more and more complex. In this case, the dynamic analysis of cable structure has become the key to the structural design, service performance monitoring and maintenance, and vibration control. The existing cable dynamic analysis theory can only consider the influence of some design parameters, or be suitable for cable systems with relatively simple structural forms, and difficult to balance analysis efficiency and accuracy and apply to the exact dynamic analysis of complex cable structures. Based on the dynamic stiffness method (DSM), this paper develops a set of exact dynamic analysis method for complex cable system; The effectiveness and applicability of this method are illustrated by taking naked cable system, composite cable system and multi-segment cable system with lateral supports as representatives. The main contributions and achievements are as follows: The exact solution of the frequency equation of small sagged cable considering bending stiffness, internal damping and additional cable force is presented; The dynamic modeling and solution of stay cables with double-sheathing anticorrosion system are given, and the influence of filling material on damping and frequency of the system is explored; Based on the DSM, the dynamic model of multi-segment cable system is established, and the corresponding dynamic solution scheme is proposed. According to this, the dynamic characteristics of the main cable of a suspension bridge are analyzed. The theoretical analysis results are in good agreement with the measured values and finite element solutions, which shows the accuracy of the proposed method. The cable dynamic analysis method proposed in this paper has high calculation accuracy and is easy to implement, which can provide theoretical basis for the initial design and health monitoring of cable and cable structures in engineering.

Keywords

Cable structure / Structural dynamics / Dynamic stiffness method / Structural health monitoring / Exact dynamic analysis

Cite this article

Download citation ▾
Danhui Dan, Xia Liao, Fei Han. A Dynamic Analysis Method for Complex Cable Systems Based on Dynamic Stiffness Method. Prestress Technology, 2023, 1 (1) : 15-29 DOI:10.59238/j.pt.2023.01.002

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Fujino, Y.z.; Kimura, K.; Tanaka, H.; SpringerLink; Kimura, K.; Tanaka, H. Wind resistant design of bridges in Japan : developments and practices, 1st 2012. ed.; Springer Japan: Tokyo, 2012.

[2]

Casciati, S. Human Induced Vibration Vs. Cable-Stay Footbridge Deterioration. Smart Struct Syst 2016, 18, 17-29, doi: 10.12989/sss.2016.18.1.017.

[3]

Irvine, H.M. Cable Structures; Penerbit ITB: Bandung, Indonesia, 1988.

[4]

Thai, H.T.; Kim, S.E. Nonlinear Static and Dynamic Analysis of Cable Structures. Finite Elem Anal Des 2011, 47, 237-246, doi: 10.1016/j.finel.2010.10.005.

[5]

Zhang, Q. Design and Monitoring of new Building Cable Structure; China Electric Power Press: Beijing, 2012.

[6]

Casas, J.R. A Combined Method for Measuring Cable Forces: The Cable-Stayed Alamillo Bridge, Spain. Structural Engineering International 1994, 4, 235-240, doi: 10.2749/101686694780601700.

[7]

Cunha, A.; Caetano, E.; Delgado, R. Dynamic Tests on Large Cable-Stayed Bridge. Journal of Bridge Engineering 2001, 6, 54-62, doi: 10.1061/(ASCE)1084-0702(2001)6:1(54).

[8]

Zheng, G.; Ko, J.M.; Ni, Y.-Q. Multimode-Based Evaluation of Cable Tension Force in Cable-Supported Bridges. 2001.

[9]

Mehrabi, A.B.; Tabatabai, H. Unified Finite Difference Formulation for Free Vibration of Cables. J Struct Eng-Asce 1998, 124, 1313-1322, doi: 10.1061/(Asce)0733-9445(1998)124:11(1313).

[10]

Ren, W.X.; Chen, G.; Hu, W.H. Empirical Formulas to Estimate Cable Tension by Cable Fundamental Frequency. Struct Eng Mech 2005, 20, 363-380, doi: 10.12989/sem.2005.20.3.363.

[11]

Ni, Y.Q.; Ko, J.M.; Zheng, G. Dynamic Analysis of Large-Diameter Sagged Cables Taking into Account Flexural Rigidity. J Sound Vib 2002, 257, 301-319, doi: 10.1006/jsvi.2002.5060.

[12]

Zui, H.; Shinke, T.; Hamazaki, Y. Improved Practical Formulas for Estimation of Cable Tension by Vibration Method. Doboku Gakkai Ronbunshu 1995, 1995, 351-354, doi: 10.2208/jscej.1995.525_351.

[13]

Wei, J.; Li, G.; Duan, X.; Qu, H. Parameter Identification Method for Elastic Support Cables. Journal of Vibration,Measurement & Diagnosis 2012, 32, 312-316, doi: 10.3969/j.issn.1004-6801.2012.02.026.

[14]

Chen, S. Vibration and Passive and Semi Active Control of the Stay Cables of Long Span Cable Stayed Bridges. Zhejiang University, Hangzhou, 2002.

[15]

Liu, z.; guoping, C.; Zhong, j. Application of Finite Difference Method in Measurement of Cable Tension by Vibration Method. Journal of Basic Science & Engineering 2007, 104-110.

[16]

Chakraborty, A.; Gopalakrishnan, S. A Spectrally Formulated Finite Element for Wave Propagation Analysis in Functionally Graded Beams. Int J Solids Struct 2003, 40, 2421-2448, doi: 10.1016/S0020-7683(03)00029-5.

[17]

Lee, U.; Kim, J.; Leung, A.Y.T. The Spectral Element Method in Structural Dynamics. The Shock and Vibration Digest 2000, 32, 451-465, doi: 10.1177/058310240003200601.

[18]

Dan, D.H.; Chen, Z.H.; Yan, X.F. Closed-Form Formula of the Transverse Dynamic Stiffness of a Shallowly Inclined Taut Cable. Shock Vib 2014, 2014, 1-14, doi: 10.1155/2014/497670.

[19]

Dan, D.H.; Xu, B.; Huang, H.W.; Yan, X.F. Research on the Characteristics of Transverse Dynamic Stiffness of an Inclined Shallow Cable. J Vib Control 2016, 22, 812-825, doi: 10.1177/1077546314531807.

[20]

Dan, D.H.; Xu, B.; Chen, Z.H. Universal Characteristic Frequency Equation for Cable Transverse Component System and Its Universal Numerical Solution. J Eng Mech 2016, 142, doi: 10.1061/(Asce)Em.1943-7889.0001020.

[21]

Dan, D.H.; Xia, Y.; Xu, B.; Han, F.; Yan, X.F. Multistep and Multiparameter Identification Method for Bridge Cable Systems. Journal of Bridge Engineering 2018, 23, doi: 10.1061/(Asce)Be.1943-5592.0001145.

[22]

Fei, H.; Dan, D.H.; Cheng, W.; Jia, P.F. Analysis on the Dynamic Characteristic of a Tensioned Double-Beam System with a Semi Theoretical Semi Numerical Method. Composite Structures 2018, 185, 584-599, doi: 10.1016/j.compstruct.2017.11.010.

[23]

Koloušek, V. Anwendung des Gesetzes der virtuellen Verschiebungen und des Reziprozitätssatzes in der Stabwerksdynamik. Ingenieur-Archiv 1941, 12, 363-370, doi: 10.1007/bf02089894.

[24]

Banerjee, J.R. Dynamic Stiffness Formulation for Structural Elements: A General Approach. Comput Struct 1997, 63, 101-103, doi: 10.1016/S0045-7949(96)00326-4.

[25]

Timoshenko, S.P. On the Correction for Shear of the Differential Equation for Transverse Vibrations of Prismatic Bars. The London, Edinburgh, and Dublin Philosophical Magazine and Journal of Science 1921, 41, 744-746, doi: 10.1080/14786442108636264.

[26]

Timoshenko; S., P. X. On the Transverse Vibrations of Bars of Uniform Cross-Section. Philosophical Magazine 1922, 43, 125-131, doi: 10.1080/14786442208633855.

[27]

Huang, T.C. The Effect of Rotatory Inertia and of Shear Deformation on the Frequency and Normal Mode Equations of Uniform Beams With Simple End Conditions. Journal of Applied Mechanics 1961, 28, 579-584, doi: 10.1115/1.3641787.

[28]

Cheng, F.Y. Vibrations of Timoshenko Beams and Frameworks. Journal of the Structural Division 1970, 551-571, doi: 10.1061/JSDEAG.0002530.

[29]

Li, J.; Shen, R.Y.; Hua, H.X.; Jin, X.D. Coupled Bending and Torsional Vibration of Axially Loaded Thin-Walled Timoshenko Beams. Int J Mech Sci 2004, 46, 299-320, doi: 10.1016/j.ijmecsci.2004.02.009.

[30]

Henshell, R.D.; Warburton, G.B. Transmission of Vibration in Beam Systems. International Journal for Numerical Methods in Engineering 1969, 1, 47-66, doi: 10.1002/nme.1620010105.

[31]

Wittrick, W.H.; Williams, F.W. A General Algorithm for Computing Natural Frequencies of Elastic Structures. Quarterly Journal of Mechanics & Applied Mathematics 1971, 24, 263-284.

[32]

Rodman, R.D. Algorithm 196: Muller's Method for Finding Roots of an Arbitrary Function. Communications of the Acm 1963, 6, 442-443.

[33]

Williams, F.W. Natural Frequencies of Repetitive Structures. Quarterly Journal of Mechanics & Applied Mathematics 1971, 24, 285-310, doi: 10.1093/qjmam/24.3.285.

[34]

Williams, F.W.; Wittrick, W.H. An Automatic Computational Procedure for Calculating Natural Frequencies of Skeletal Structures. Int J Mech Sci 1970, 12, 781-791, doi: 10.1016/0020-7403(70)90053-6.

[35]

Williams, F.W.; Kennedy, D. Historic, Recent and Ongoing Applications of the Wittrick-Williams Algorithm. Computational Technology Reviews 2010, 2, 223-246, doi: 10.4203/ctr.2.10.

[36]

Åkesson, B.Å.; Friberg, P.O. Discussion of " Exact Buckling and Frequency Calculations Surveyed " by Frederic W. Williams and William H. Wittrick (January, l983). Journal of Structural Engineering 1984, 110, 186-188, doi: 10.1061/(asce)0733-9445(1984)110:1(186).

[37]

Williams, F.W.; Zhong, W.X.; Bennett, P.N. Computation of the Eigenvalues of Wave-Propagation in Periodic Substructural Systems. J Vib Acoust 1993, 115, 422-426, doi: 10.1115/1.2930367.

[38]

Zhong, W.X.; Williams, F.W.; Bennett, P.N. Extension of the Wittrick-Williams Algorithm to Mixed Variable Systems. J Vib Acoust 1997, 119, 334-340.

[39]

Ricciardi, G.; Saitta, F. A Continuous Vibration Analysis Model for Cables with Sag and Bending Stiffness. Eng Struct 2008, 30, 1459-1472, doi: 10.1016/j.engstruct.2007.08.008.

[40]

Han, F.; Dan, D.H.; Cheng, W. Extension of Dynamic Stiffness Method to Complicated Damped Structures. Comput Struct 2018, 208, 143-150, doi: 10.1016/j.compstruc.2018.07.010.

[41]

Wu, X.; Xiao, R. Tension Force Estimation for Parallel Strand Cable Based on Parameter Identification Method. Journal of Jiangsu University(Natural Science Edition) 2015, 36, 583-587, doi: 10.3969/j.issn.1671-7775.2015.05.016.

[42]

Han, F.; Dan, D.H.; Cheng, W.; Zang, J.B. A Novel Analysis Method for Damping Characteristic of a Type of Double-Beam systems with viscoelastic layer. Appl Math Model 2020, 80, 911-928, doi: 10.1016/j.apm.2019.11.008.

[43]

Han, F.; Deng, Z.C.; Dan, D.H. A Novel Method for Dynamic Analysis of Complex Multi-Segment Cable Systems. Mech Syst Signal Pr 2020, 142, doi: 10.1016/j.ymssp.2020.106780.

PDF (1365KB)

0

Accesses

0

Citation

Detail

Sections
Recommended

/

〈 〉