Skip to main content
Log in

Crack Estimation of Beam Under the Moving Mass Using the Dynamic Characteristics Based on Two Contact Point Theory

  • Research Paper
  • Published:
Iranian Journal of Science and Technology, Transactions of Mechanical Engineering Aims and scope Submit manuscript

Abstract

It is important to identify the presence of damage present in the structures like bridge which undergoes the excitation due to moving vehicles. In such type of problems, modal analysis and dynamic displacement response analysis are not sufficient to portray the crack presence. The presented work emphases on the analysis of acceleration response to investigate the crack presence. A mathematical model is developed by considering the two masses with fixed distance between them traversing on the Euler–Bernoulli beam having a crack. The acceleration response analysis can be effective to present the qualitative explanation of the fault present in the beam. A key features of the acceleration response of beam having a crack includes discontinuity at the crack location which vary with change in distance between the front and rear wheel and a greater response value compare to that for healthy in the last phase of travel from the time front wheel exits the beam. However, the effectiveness of the presentation of the crack through acceleration response depends upon the fixed distance between the front and rear wheel and the bridge length. The discontinuity will be higher for the higher ratio of distance between the front and rear wheel to the bridge length.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11

Similar content being viewed by others

Abbreviations

\(c\) :

Sectional flexibility

\(\vartheta\) :

Poissons ratio

E :

Young’s modulus

I :

Moment of inertia

h :

Height of the beam

a :

Depth of crack

\(Y_{1} \left( x \right)\) :

Displacement response of first segment

\(Y_{2} \left( x \right)\) :

Displacement response of second segment

\(\beta\) :

Non-dimensional natural frequency

\(x\) :

Variable distance traveled by vehicle from left end

\(l_{1}\) :

Crack located at distance from the left end of beam

L :

Total length of beam

t :

Time

ν :

Velocity of vehicle

d :

Distance between front and rear wheel

M 1 :

Mass on the front wheel (farthest from the left end)

M 2 :

Mass on the rear wheel

g :

Gravitational acceleration

q(t):

Modal response

m :

Mass of the beam

ρ :

Density of the beam

A :

Cross section of beam

ω n :

nth Natural frequency

References

  • Ariaei A, Ziaei-Rad S, Ghayour M (2009) Vibration analysis of beams with open and breathing cracks subjected to moving masses. J Sound Vib 326:709–724

    Article  Google Scholar 

  • Bakhtiari-Nejad F, Mirzabeigy A (2013) Vibration analysis of a beam with breathing crack under moving. In: Recent advances in energy, environment and development, Cambridge. ISBN: 978-1-61804-157-9

  • Chondros TG, Dimarogonas AD, Yao J (1998) A continuous cracked beam vibration theory. J Sound Vib 215(1):17–34

    Article  MATH  Google Scholar 

  • Fernandez-Saez J, Rubio L, Navarro C (1999) Approximate calculation of the fundamental frequency for bending vibrations of cracked beams. J Sound Vib 225(2):345–352

    Article  Google Scholar 

  • Khorram A, Bakhtiari-Nejad F, Rezaian M (2011) A study on the dynamic response of a singly cracked beam subjected to a moving load. In: 5th international conference on structural health monitoring of intelligent infrastructure (SHMII-5), Cancun

  • Lee HP, Singapore TY (1994) Ng. Dynamic response of a cracked beam subject subjected to a moving load. Acta Mech 106:221–230

    Article  Google Scholar 

  • Lin H-P (2007) Vibration analysis of a cracked beam subjected to a traveling vehicle. In: 14th international congress on sound and vibration, Cairns

  • Lin H-P, Chang S-C (2006) Forced responses of cracked cantilever beams subjected to a concentrated moving load. Int J Mech Sci 48:1456–1463

    Article  MATH  Google Scholar 

  • Mahmoud MA, Zaid MAA (2002) Dynamic response of a beam with a crack subject to a moving mass. J Sound Vib 256(4):591–603

    Article  Google Scholar 

  • Pala Y, Reis M (2012) Dynamic response of a cracked beam under a moving mass load. J Eng Mech. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000558

    Google Scholar 

  • Vaidya TS, Chatterjee A (2017) Vibration of road bridges under moving vehicles: a comparative study between single contact point and two contact point models. Trans Can Soc Mech Eng 41(1):2017

    Article  Google Scholar 

  • Wang C-S, Lee L-T (2012) Modified and simplified sectional flexibility of a cracked beam. J Appl Math 2012:1–16

    MATH  Google Scholar 

  • Yang J, Chen Y, Xiang Y, Jia XL (2008) Free and forced vibration of cracked inhomogeneous beams under an axial force and a moving load. J Sound Vib 312:166–181

    Article  Google Scholar 

  • Zhong S, Oyadiji SO (2007) Analytical predictions of natural frequencies of cracked simply supported beams with a stationary roving mass. J Sound Vib 311:328–352

    Article  Google Scholar 

  • Zhong S, Zhong J, Zhang Q, Maia N (2017) Quasi-optical coherence vibration tomography technique for damage detection in beam-like structures based on an auxiliary mass induced frequency shift. Mech Syst Signal Process 93:241–254

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Tanuja Vaidya.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Vaidya, T., Chatterjee, A. Crack Estimation of Beam Under the Moving Mass Using the Dynamic Characteristics Based on Two Contact Point Theory. Iran J Sci Technol Trans Mech Eng 43 (Suppl 1), 307–326 (2019). https://doi.org/10.1007/s40997-018-0159-8

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s40997-018-0159-8

Keywords

Navigation