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Friday 12 August 2016

Delamination Evaluation of in-Service Glulam Beams and other Structural Members Via Ultrasonics

Published Date
Date: 

Title 

Delamination Evaluation of in-Service Glulam Beams and other Structural Members Via Ultrasonics

  • Author 
  • Ferenc Divos

Abstract

The importance of nondestructive techniques for assessing the internal conditions of structural members is generally accepted for old or more recent buildings (Ross and Pellerin 1994; Pellerin and Ross 2002, Tanaka et al. 1998; Brashaw et al. 2005; Wacker et al. 2007). Efforts to preserve buildings that have nationally significant importance have been based on the development of nondestructive techniques able to assess their mechanical performances (Wang X and Wacker 2006; Sandoz and Benoit 2007; Lee et al. 2007; Divos et al. 2007). The overall goal of these efforts is to preserve to the maximum possible extent of the historical materials used for the monuments. On the other hand, in recent years, the stability of existing glulam structures became an important issue after the collapse of some of the early structures. For example, in Germany on Jan.2, 2006, 15 people, most of them children on a school holiday, died when the roof of a skating rink fell in the Bavarian town of Bad Reichenhall, after heavy wet snow falls (Associated Press 2006).

References

  1. Associated Press (2006) German ice rink collapse. AP Image January 3, 2006 by Diether Endlicher, http://​www.​highbeam.​com. Accessed 3 August 2010
  2. Brashaw BK, Vatalaro RJ, Wacker JP, Ross RJ (2005) Condition assessment of timber bridges. 1. Evaluation of a micro-driling resitance tool. FPL – GTR 159 USDA Forest Service Forest Products Laboratory. Madison WI, USA
  3. Divos F, Divos P, Divos G (2007) Acoustic techniques: from seedling to wood structures. Proceedings of the 15th international symposium on nondestructuctive testing of wood. Duluth, MN, pp 3–12
  4. Divos F, Nemeth L, Bejo L (1999) Evaluation of the wooden structure of a baroque place in Papa, Hungary. Proceedings of the 11th international symposium on nondestructive testing of wood. Lausanne, Suisse, pp 153–160
  5. Divos F, Tanaka T (1997) Lumber strength estimation by multiple regression, Holzforshung 51:467–471CrossRef
  6. Divos F, Tanaka T, Nagao H, Kato H (1998) Determination of shear modulus on construction size timber. Wood Sci Technol 32:393–402
  7. Kollmann, F. 1965 Relationship between elasticity and bending strength of wood, Proceedings of the 2nd symposium on nondestructive testing of wood. Spokane, WA
  8. Lee SJ, Oh JK, Yeo H, Lee JJ, Kim KB, Kim KM (2007) Field application on nondestructive testing for detecting deterioration in Korean historic wood buildings. Proceedings of the 15th international symposium on nondestructuctive testing of wood. Duluth, MN, pp 227–232
  9. Pellerin RF, Ross RJ (2002) Nondestructive evaluation of wood. Forest Products Society, Madison, WI
  10. Ross RJ, Pellerin RF (1994) Nondestructive testing of assessing wood members in structures, USDA, Forest Products Laboratory, FPL-GTR-70, Madison, WI
  11. Sandoz JL, Benoit Y (2007) Acousto-ultrasonic nondestructive evaluation of historic wood structures. Proceedings of the 15th international symposium nondestructuctive testing of wood. Duluth, MN, p 245
  12. Tanaka T, Divos F, Fazan, T (1998) Nondestructive evaluation of residual bending strength of wood with artificial defects by stress wave, Proceedings of the 11th international symposium on nondestructive testing of wood, Madison, WI
  13. Wacker JP, Wang X, Ross RJ, Brashaw BK (2007) Condition assessment of historic vessels. Proceedings of the 15th international symposium nondestructuctive testing of wood. Duluth, MN, pp 223–226
  14. Wang X, Wacker JP (2006) Condition assessment of main structural members of US Brig Niagara. Final Report Project no 187–2419. Erie Maritime Museum, Erie, PA

For further details log on website :
http://link.springer.com/chapter/10.1007/978-90-481-9550-3_17

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