Application of generalized logistic equation for b-value analysis in fracture of plain concrete beams under flexure

被引:24
作者
Burud, Nitin B. [1 ]
Kishen, J. M. Chandra [1 ]
机构
[1] Indian Inst Sci, Dept Civil Engn, Bangalore, Karnataka, India
关键词
Acoustic emission; Plain concrete; Damage; b-value; Generalized logistic equation; Structural health monitoring; POWER-LAW DISTRIBUTIONS; ACOUSTIC-EMISSION; PROCESS ZONE; MAGNITUDE DISTRIBUTION; DAMAGE; EARTHQUAKES; SIZE;
D O I
10.1016/j.engfracmech.2018.09.011
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This work investigates the effect of finite size and evolution of fracture process zone on b-value of acoustic emission in concrete beams. It is shown that the AE b-value determined using the Gutenberg-Richter (GR) law varies with beam size and invalidates universality. Since GR law fits the frequency-magnitude curve partially, a recently proposed Maslov's generalized logistic equation (GLE) is used for b-value analysis. The existence of cut-off magnitude and nonlinearity of frequency-magnitude distribution is explained through crack interaction mechanisms occurring within the FPZ. The growth of micro and macro cracking in concrete is observed to follow logistic or sigmoid growth law rather than the power law. The b-values obtained from GR and GLE are compared and it is found that the b-value of GLE correlates well with the effective crack length during damage process of plain concrete thereby exhibiting damage compliant behavior which could be used in health monitoring of structures.
引用
收藏
页码:228 / 246
页数:19
相关论文
共 45 条
[1]  
Aki K., 1965, B EARTHQ RES I TOKYO, V43, P237, DOI DOI 10.1111/J.1365-246X.-2008.04059.X
[2]  
Aki K., 1981, EARTHQUAKE PREDICTIO, P566, DOI DOI 10.1029/ME004P0566
[3]   Seismic precursory patterns before a cliff collapse and critical point phenomena [J].
Amitrano, D ;
Grasso, JR ;
Senfaute, G .
GEOPHYSICAL RESEARCH LETTERS, 2005, 32 (08) :1-5
[4]   Variability in the power-law distributions of rupture events [J].
Amitrano, D. .
EUROPEAN PHYSICAL JOURNAL-SPECIAL TOPICS, 2012, 205 (01) :199-215
[5]  
[Anonymous], 2001, NONEXTENSIVE STAT ME
[6]  
[Anonymous], 2017, GOM CORRELATE GOM BR
[7]  
Brencich A., 1999, MICROCRACK INTERACTI, P209
[8]   Structural damage diagnosis and life-time assessment by acoustic emission monitoring [J].
Carpinteri, A. ;
Lacidogna, G. ;
Pugno, N. .
ENGINEERING FRACTURE MECHANICS, 2007, 74 (1-2) :273-289
[9]   Richter's laws at the laboratory scale interpreted by acoustic emission [J].
Carpinteri, A. ;
Lacidogna, G. ;
Pugno, N. .
MAGAZINE OF CONCRETE RESEARCH, 2006, 58 (09) :619-625
[10]   SCALING LAWS AND RENORMALIZATION-GROUPS FOR STRENGTH AND TOUGHNESS OF DISORDERED MATERIALS [J].
CARPINTERI, A .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1994, 31 (03) :291-302