Experimental and numerical investigation of mixed mode fracture of high-performance grouting materials based on peridynamics

被引:0
作者
Yao, Jiaxu [1 ,2 ]
Chen, Tao [1 ]
Chen, Ke [3 ]
Yuan, Guokai [3 ]
Xiao, Zhigang [4 ]
机构
[1] Tongji Univ, Dept Struct Engn, Key Lab Performance Evolut & Control Engn Struct, Minist Educ, Shanghai, Peoples R China
[2] Univ Tokyo, Dept Civil Engn, Tokyo, Japan
[3] China Energy Engn Grp Guangdong Elect Power Design, Guangzhou, Peoples R China
[4] Federat Univ, Sch Engn Informat Technol & Phys Sci, Churchill, Vic, Australia
基金
中国国家自然科学基金;
关键词
failure mode; four-point bending test; high-performance grouting materials; mixed mode fracture; peridynamics; CRACK-GROWTH; PROPAGATION;
D O I
10.1111/ffe.14070
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper investigates the fracture behavior of high-performance grouting materials in the grouted connection section of marine structures, where they are subjected to complex stress states. This study utilizes a combination of experimental and numerical simulation methods to establish a reliable numerical simulation technique for the fracture process of high-performance grouting materials. The mixed mode fracture behavior is analyzed using six different types of specimens, and the strain contour is analyzed using the Digital Image Correlation technique. An extended peridynamics model is proposed for the numerical simulation, which adopts a fracture criterion based on strain energy density. The accuracy of the model is verified qualitatively and quantitatively, and the simulation results are consistent with the experiments. Overall, this study provides insights into the fracture behavior of high-performance grouting materials in complex stress states and presents a reliable numerical simulation technique for the fracture process.
引用
收藏
页码:3225 / 3243
页数:19
相关论文
共 35 条
[1]   A 3-DIMENSIONAL IMPACT PENETRATION ALGORITHM WITH EROSION [J].
BELYTSCHKO, T ;
LIN, JI .
COMPUTERS & STRUCTURES, 1987, 25 (01) :95-104
[2]   CRACK-PROPAGATION BY ELEMENT-FREE GALERKIN METHODS [J].
BELYTSCHKO, T ;
LU, YY ;
GU, L .
ENGINEERING FRACTURE MECHANICS, 1995, 51 (02) :295-315
[3]   Phase-field modeling of anisotropic brittle fracture including several damage mechanisms [J].
Bleyer, Jeremy ;
Alessi, Roberto .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2018, 336 :213-236
[4]   A Comparative Review of XFEM, Mixed FEM and Phase-Field Models for Quasi-brittle Cracking [J].
Cervera, M. ;
Barbat, G. B. ;
Chiumenti, M. ;
Wu, J. -Y. .
ARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING, 2022, 29 (02) :1009-1083
[5]   Fatigue bending test on grouted connections for monopile offshore wind turbines [J].
Chen, Tao ;
Wang, Xian ;
Yuan, Guokai ;
Liu, Jinchao .
MARINE STRUCTURES, 2018, 60 :52-71
[6]   Mixed-mode fracture modeling with smoothed particle hydrodynamics [J].
Douillet-Grellier, Thomas ;
Jones, Bruce D. ;
Pramanik, Ranjan ;
Pan, Kai ;
Albaiz, Abdulaziz ;
Williams, John R. .
COMPUTERS AND GEOTECHNICS, 2016, 79 :73-85
[7]  
Erdogan F., 1963, J BASIC ENG, V85, P519, DOI [https://doi.org/10.1115/1.3656897, DOI 10.1115/1.3656897]
[8]   Meshfree Methods: A Comprehensive Review of Applications [J].
Garg, Sahil ;
Pant, Mohit .
INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS, 2018, 15 (04)
[9]   Peridynamic modeling of concrete structures [J].
Gerstle, Walter ;
Sau, Nicolas ;
Silling, Stewart .
NUCLEAR ENGINEERING AND DESIGN, 2007, 237 (12-13) :1250-1258
[10]   Full-scale field test study of bearing characteristics of post-grouting pile for offshore wind turbines [J].
Gong, Weiming ;
Zhang, Zhitong ;
Lin, Yifeng ;
Dai, Guoliang ;
Huang, Hao .
OCEAN ENGINEERING, 2023, 268