Marble behaviour under monotonic and cyclic loading in tension

被引:20
作者
Cardani, G
Meda, A
机构
[1] Politecn Milan, Dept Struct Engn, I-20133 Milan, Italy
[2] Univ Brescia, Dept Civil Engn, I-25123 Brescia, Italy
关键词
marble; tensile strength; cyclic load;
D O I
10.1016/j.conbuildmat.2004.03.012
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The tensile behaviour of marble at failure is analysed. A series of monotonic and cyclic bending tests were carried out in the laboratory on geometrically similar specimens of different size. The strain distribution was monitored with strain gauges and laser interferometry techniques. Three and four point bending configuration was considered. It is shown that cyclic loads in a three point bending configuration induce permanent tensile deformation. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:419 / 424
页数:6
相关论文
共 7 条
[1]  
BAZANT ZP, 1987, J STRUCT ENG-ASCE, V113, P2348
[2]  
BROOK N, 1993, MEASUREMENT ESTIMATI
[3]   Flexural strength and notch sensitivity in natural building stones: Carrara and Dionysos marble [J].
Cardani, G ;
Meda, A .
CONSTRUCTION AND BUILDING MATERIALS, 1999, 13 (07) :393-403
[4]  
Dal Pino R, 1999, J MATER SCI LETT, V18, P1619
[5]   Some considerations on the warping of marble facades: the example of Alvar Aalto's Finland Hall in Helsinki [J].
Royer-Carfagni, G .
CONSTRUCTION AND BUILDING MATERIALS, 1999, 13 (08) :449-457
[6]  
WIDHALM C, 1996, J PERFORM CONSTR FAC, V10, P5
[7]  
Winkler E.M., 1994, STONE ARCHITECTURE