Ultrasonic Assessment of Damage in Concrete under Compressive and Thermal Loading Using Longitudinal and Transverse Waves

被引:4
作者
Silva, F. A. N. [1 ]
Nogueira, C. L. [2 ]
Silva, J. A. [3 ]
Araujo, A. V. P. [4 ]
Azevedo, A. C. [5 ]
Delgado, J. M. P. Q. [5 ]
机构
[1] Univ Catolica Pernambuco, Sci & Technol Ctr, Recife, PE, Brazil
[2] Univ Colorado, Denver, CO 80202 USA
[3] Fed Inst Educ & Technol Sergipe, Aracaju, Brazil
[4] Natl Serv Ind Learning, Recife, PE, Brazil
[5] Univ Porto, CONSTRUCT LFC, Dept Engn Civil, P-4200465 Porto, Portugal
关键词
concrete; ultrasonic testing; transverse and longitudinal pulse; high temperature; fire in concrete; PULSE VELOCITY;
D O I
10.1134/S1061830919110081
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
Concrete, when exposed to high temperatures, presents important changes in its properties of strength and deformation and, in extreme situations, these alterations can constitute risks to the integrity and the safety of the structures. This work presents extensive campaign with 70 cylindrical specimens and seven different mixture proportions: two of mortar and five of concrete, to analyze the propagation profile of longitudinal and transverse ultrasonic waves in concrete cylindrical specimens, associating the variation of the ultrasonic pulses with the level of compression stresses and the degree of damage imposed by high temperature. The compressive strength was within the range of 32 and 64 MPa and the specimens were exposed to temperatures of 250 degrees, 300 degrees and 350 degrees C. The results indicate that longitudinal and transverse ultrasonic waves can be successfully applied in the evaluation of diffuse damage cause by uniaxial compression load and exposure to high temperatures.
引用
收藏
页码:808 / 816
页数:9
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