Effect of Loading Frequency on Fatigue Life of Extended Hollobolt in Concrete Filled Hollow Section

Norashidah Abd Rahman; Walid Tizani

doi:10.4028/www.scientific.net/AMR.1025-1026.950

Paper Titles

Comprehensive Evaluation and Analysis of Water-Inrush Source in Wolonghu Coal Mine
p.926

Weight-in-Motion-Based Ambient Truck Characteristic Identification in Highway Bridges
p.930

Reinforced Concrete Deep Beams with Openings Strengthened Using FRP – A Review
p.938

Eigenvector Centrality Measurement Using Patent Information of Wind Power Energy
p.944

Effect of Loading Frequency on Fatigue Life of Extended Hollobolt in Concrete Filled Hollow Section
p.950

Numerical Simulation of Galloping for Iced Quad-Bundled Conductor
p.955

Pressure Transient Modeling in Geothermal Reservoir by Using Picard-McLaurin Iteration
p.959

The Performance of a Vertical Well Subject to Edge Water Drive
p.974

Analytical Models for Determining Rotational Capacity of Clip-Angle Connections under Seismic Loading
p.979

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1025-1026Effect of Loading Frequency on Fatigue Life of...

Effect of Loading Frequency on Fatigue Life of Extended Hollobolt in Concrete Filled Hollow Section

Abstract:

A difference in frequency of loading during the test may give a different number of cycles to failure, especially at a higher frequency. The difference becomes more evident when higher frequency was applied at the same stress value. The change of frequency should be analyzed to define its effect on the fatigue life of the Extended Hollobolt to concrete filled hollow section. A number of tests are conducted to determine this effect. Frequencies between 0.25 and 5.0 Hz were applied. Analysis of the result indicates that frequency below 3 Hz does not significantly affect the fatigue life of Extended Hollobolt.

You might also be interested in these eBooks

Advanced Materials, Structures and Mechanical Engineering

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 1025-1026)

Pages:

950-954

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1025-1026.950

Citation:

Cite this paper

Online since:

September 2014

Authors:

Norashidah Abd Rahman*, Walid Tizani

Keywords:

Connection, Eurocode, Extended Hollobolt, Fatigue, Fatigue Life, Frequency

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] S.W. Tabsh and S. Mourad: Eng. Struct Vol. 19 (1997), p.995.

Google Scholar

[2] Information on http: /www. lindapter. com/Products/Cavity_Fixings/2/Type_HB_Hollo-Bolt.

Google Scholar

[3] K. Sobczyk and B,F. Spencer Jr: Random Fatigue: From data to theory, Academic Press(1992).

Google Scholar

[4] N.A. Rahman and W. Tizani: Fatigue Performance of Blind Bolt in Concrete-Filled Hollow Section, Applied Mechanics and Materials Vol. 421(2013), p.762.

DOI: 10.4028/www.scientific.net/amm.421.762

Google Scholar

[5] W. Tizani, N.A. Rahman and Thedoros: J. Constr. Steel. Res Vol. 93 (2014), p.1.

Google Scholar

[6] T.R. Gurney: Fatigue of Welded Structures, Cambridge, Cambridge University press (1979).

Google Scholar

[7] R.R. Fujczak: The Effect of Fatigue Loading Frequency on Fatigue Life of High Strength Pressure Vessel Steels, Watervliet, New York, US Army Amrmament Research, Development and Engineering Center (1994).

DOI: 10.21236/ada285301

Google Scholar

[8] W.A. Counts and W.S. Johnson: Int. J. Fatigue Vol. 24 (2002), p.197.

Google Scholar

[9] T. Barnett, W. Tizani and D. A Nethercot: Blind bolted moment resisting connection to structural hollow section, Connections in Steel Structures IV: Steel Connections in the New Millennium, Roanoke, Virginia, USA (2000).

DOI: 10.12989/scs.2001.1.1.001

Google Scholar

[10] W. Tizani and D.J. Ridley-Elli, in: Tubular Structures-International Symposium Vol. 10 (2003), p.395.

Google Scholar

[11] A.S. Al-Mughairi: The Behaviour of Moment Resisting Connection to Concrete Filled Hollow Sections Using Extended Hollobolts, University of Nottingham (2009).

Google Scholar