Determination of the elastic and stiffness characteristics of cross-laminated timber plates from flexural wave velocity measurements

被引:46
作者
Santoni, Andrea [1 ]
Schoenwald, Stefan [2 ]
Van Damme, Bart [2 ]
Fausti, Patrizio [1 ]
机构
[1] Univ Ferrara, Engn Dept, Via G Saragat 1, I-44122 Ferrara, Italy
[2] Empa, Swiss Fed Labs Mat Sci & Technol, Lab Acoust & Noise Control, Ueberlandstr 129, CH-8600 Dubendorf, Switzerland
关键词
Orthotropic plate; Stiffness properties; Elastic constants; Wavenumber analysis; Dispersion relation; Thin/thick plate; SANDWICH STRUCTURES; VIBRATION; CONSTANTS; HONEYCOMB; MODULI;
D O I
10.1016/j.jsv.2017.04.018
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
Cross-laminated timber (CLT) is an engineered wood with good structural properties and it is also economically competitive with the traditional building construction materials. However, due to its low volume density combined with its high stiffness, it does not provide sufficient sound insulation, thus it is necessary to develop specific acoustic treatments in order to increase the noise reduction performance. The material's mechanical properties are required as input data to perform the vibro-acoustic analyses necessary during the design process. In this paper the elastic constants of a CLT plate are derived by fitting the real component of the experimental flexural wave velocity with Mindlin's dispersion relation for thick plates, neglecting the influence of the plate's size and boundary conditions. Furthermore, its apparent elastic and stiffness properties are derived from the same set of experimental data, for the plate considered to be thin. Under this latter assumption the orthotropic behaviour of an equivalent thin CLT plate is described by using an elliptic model and verified with experimental results. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:387 / 401
页数:15
相关论文
共 39 条
[1]  
Anderson JS, 2005, ACTA ACUST UNITED AC, V91, P61
[2]  
[Anonymous], 2015, 16351 EN ISO
[3]   On the elastic characterization of composite plates with vibration data [J].
Ayorinde, EO ;
Yu, L .
JOURNAL OF SOUND AND VIBRATION, 2005, 283 (1-2) :243-262
[4]   Modelling the vibration of sandwich beams using frequency-dependent parameters [J].
Backstrom, D. ;
Nilsson, A. C. .
JOURNAL OF SOUND AND VIBRATION, 2007, 300 (3-5) :589-611
[5]  
Bodig J., 1982, MECH WOOD WOOD COMPO
[6]   Determination of the dynamic complex modulus of viscoelastit materials using a time domain approach [J].
Bonfiglio, Paolo ;
Pompoli, Francesco .
POLYMER TESTING, 2015, 48 :89-96
[7]   ELASTIC-CONSTANTS FOR WOOD BY AN ULTRASONIC METHOD [J].
BUCUR, V ;
ARCHER, RR .
WOOD SCIENCE AND TECHNOLOGY, 1984, 18 (04) :255-265
[8]   VIBRATION ANALYSIS OF ORTHOTROPIC MINDLIN PLATES WITH EDGES ELASTICALLY RESTRAINED AGAINST ROTATION [J].
CHUNG, JH ;
CHUNG, TY ;
KIM, KC .
JOURNAL OF SOUND AND VIBRATION, 1993, 163 (01) :151-163
[9]   LOCAL PHASE-VELOCITY MEASUREMENTS IN PLATES [J].
CLARK, NH ;
THWAITES, S .
JOURNAL OF SOUND AND VIBRATION, 1995, 187 (02) :241-252
[10]  
Cremer L, 2005, STRUCTURE BORNE SOUN