Assessment of timber floors by means of non-destructive testing methods

In the process of rehabilitation of built heritage, the preservation of timber floors is an essential issue. These structures have characteristics that are not entirely known, namely the connections between elements, the load distribution between beams, the importance of secondary elements, such as struts and floorboard, for the attenuation of vibrations and reduction of deformations of the floor, etc. If properly analysed and considered, these aspects can contribute to upcoming well-succeeded interventions, improving the global behaviour of the floors and, consequently, of the buildings. One of the focuses of the present paper is the assessment of the global behaviour of timber floors by means of dynamic analysis, which is one of the non destructive tests (NDT) used to evaluate the reference properties of the wood. In particular, this technique allows estimating the timber floors' stiffness and, consequently, assessing their efficiency and integrity. Furthermore, the paper focuses on the use of other NDT methods, namely involving stress-wave timing, X-ray and resistance drilling, which can provide very useful information about these characteristics. The information obtained with the combined NDT allows a better understanding of the timber floors behaviour and the implementation of more efficient rehabilitation and (or) strengthening techniques

[1]  Lawrence A. Soltis,et al.  Vibration testing of timber floor systems , 2002 .

[2]  Tiago Ilharco de Moura Pinho Dias Pavimentos de madeira em edifícios antigos : diagnóstico e intervenção estrutural , 2008 .

[3]  Robert J. Ross,et al.  Nondestructive evaluation of wood , 1994 .

[4]  B. O. Hilson,et al.  Timber engineering STEP 2 , 1995 .

[5]  M. O. Hunt,et al.  Stress wave timing nondestructive evaluation tools for inspecting historic structures: a guide for use and interpretation. , 2000 .

[6]  Thomas Lechner,et al.  In situ assessment of the timber floor structure of the Skansen Lejonet fortification, Sweden. , 2014 .

[7]  Keith Crews,et al.  In situ assessment of structural timber using stress-wave measurements , 2014 .

[8]  Paulo B. Lourenço,et al.  Guidelines for On-Site Assessment of Historic Timber Structures , 2015 .

[9]  Bo Kasal,et al.  Advances in in situ evaluation of timber structures , 2004 .

[10]  Ying Hei Chui,et al.  Vibration serviceability of timber floors in residential construction , 2001 .

[11]  Maurizio Piazza,et al.  Structural analysis of two King-post timber trusses: Non-destructive evaluation and load-carrying tests , 2010 .

[12]  G. Í. González,et al.  Clasificación mediante técnicas no destructivas y evaluación de las propiedades mecánicas de la madera aserrada de coníferas de gran escuadría para uso estructural , 2011 .

[13]  F. Schweingruber,et al.  RESISTOGRAPH and X-Ray Density Charts of Wood. Comparative Evaluation of Drill Resistance Profiles and X-ray Density Charts of Different Wood Species , 1996 .

[14]  G. Lear,et al.  Improving the Assessment of In Situ Timber Members with the Use of Nondestructive and Semi-Destructive Testing Techniques , 2006 .

[15]  Wolfgang Rug,et al.  Strength of old timber , 1991 .

[16]  Ronald W. Anthony Examination of Connections and Deterioration in Timber Structures Using Digital Radioscopy , 2003 .

[17]  J. M. Dinwoodie,et al.  Timber, its nature and behaviour , 1981 .

[18]  Jerzy Jasieńko,et al.  Selected Methods of Diagnosis of Historic Timber Structures – Principles and Possibilities of Assessment , 2013 .

[19]  Elsa de Sá Caetano Identificação experimental de parâmetros dinâmicos em sistemas estruturais , 1992 .

[20]  Robert Kliger,et al.  Assessment of Density in Timber Using X-Ray Equipment , 2013 .

[21]  Paulo B. Lourenço,et al.  Chestnut wood in compression perpendicular to the grain : non-destructive correlations for test results in new and old wood , 2007 .