1 |
Barenblatt, G.I. (1962), "The mathematical theory of equilibrium cracks in brittle fracture", Adv. Appl. Fract., 7, 55-129.
DOI
|
2 |
Bazant, Z.P. and Oh, B.H. (1983), "Crack band theory for fracture in concrete", Mater. Struct., 16, 155-177.
|
3 |
Belytschko, T.T. and Black, T. (1999), "Elastic crack growth in finite elements with minimal remeshing", Int. J. Numer. Meth. Eng., 45(5), 601-620.
DOI
|
4 |
Cornelissen, H.A.W., Hordijk, D.A. and Reinhardt, H.W. (1986), "Experiments and theory for the application of fracture mechanics to normal and lightweight concrete", Int. Conf. on Fracture Mechanics of Concrete, Ed. Wittmann, F.H., Elsevier, Amsterdam.
|
5 |
Gedik, Y.H., Nakamura, H., Yamamto, Y. and Kunieda, M. (2011), "Evaluation of three-dimensional effects in short deep beams using a rigid-body-spring-model", Cement Concrete Compos., 33(9-10), 978-91.
DOI
|
6 |
Hillerborg, A., Modeer, M. and Petersson, P.E. (1976), "Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements", Cement Concrete Res., 6, 773-782.
DOI
|
7 |
JCI (1993), Application of Fracture Mechanics to Concrete Structures.
|
8 |
Kawai, T. (1977), "New element models in discrete structural analysis", J. Soc. Nav. Arch. JPN, 141, 187-193.
|
9 |
Kitsutaka, Y., Uchida, Y., Kaneko, Y. and Kanda, T. (2001), "Report of research committee on testing method of fracture properties of concrete", Proceedings of the Japan Concrete Institute, 23(1). (in Japanese)
|
10 |
Kupfer, H., Hilsdorf, H.K. and Rusch, H. (1969), "Behavior of concrete under biaxial stresses", ACI J., 66(66-8), 656-666.
|
11 |
Lun, C.C. (1990), "Observation of crack growth from anchor bolt by laser speckle method and application of fracture mechanics", Master Thesis of Asian Institute of Technology, March.
|
12 |
Miehe, C. and Gurses, E. (2007), "A robust algorithm for configurational-force-driven brittle crack propagation with R-adaptive mesh alignment", Int. J. Numer. Meth. Eng., 72, 127-155.
DOI
|
13 |
Nakamura, S., Kitsutake, Y., Mihashi, H. and Uchida, Y. (1999), "Discussion on standard evaluation method for tension softening properties of concrete", Concrete Res. Tech., 10(1), 151-164. (in Japanese)
DOI
|
14 |
RILEM TC90-FMA (1991), "Committee on applications of fracture mechanics of concrete-round-robin analysis of anchor bolts", Preliminary Report.
|
15 |
Rice, J.R. (1968), "Path independent integral and the approximate analysis of strain consideration by notches and cracks", J. Appl. Mech., 35, 379-386.
DOI
|
16 |
Rabczuk, T. and Belytschko, T. (2007), "A three-dimensional large deformation meshfree method for arbitrary evolving cracks", Comput. Meth. Appl. Mech. Eng., 196, 2777-2779.
DOI
|
17 |
Sasaki, T., Ohnishi, Y. and Yoshinaka, R. (1994), "Discontinuous deformation analysis and its application to rock mechanics problems", JSCE, 493(III-27), 11-20. (in Japanese)
|
18 |
Takeuchi, N. (1991), "Discrete limit analysis in soil mechanics", Baifukan. (in Japanese)
|
19 |
Sato, Y. and Naganuma, K. (2007), "Discrete-like crack simulation by smeared crack-based FEM for reinforced concrete", Earthq. Eng. Struct. Dyn., 36, 2137-2152.
DOI
|
20 |
Shi, G.H. and Goodman, R.E. (1989), "Generalization of two-dimensional discontinuous deformation analysis for forward modeling", Int. J. Numer. Anal. Meth. Geomech., 13, 359-380.
DOI
|
21 |
Takeuchi, N., Kusabuka, M., Takeda, H., Sato, K. and Kawai, T. (2000), "The discrete limit analysis by using the hybrid model with the penalty", JSCE, 46A, 261-270. (in Japanese)
|
22 |
Takeuchi, N., Ohki, H., Kambayashi, A. and Kusabuka, M. (2001), "Material non-linear analysis by using discrete model applied penalty method in hybrid displacement model", Tran. JSCES, Paper No. 20010002, 53-62. (in Japanese)
|
23 |
Takeuchi, N., Ueda, M., Kambayashi, A. and Kito, H. (2005), Discrete Limit Analysis of Reinforced Concrete Structure, Maruzen, Tokyo.
|
24 |
Theiner, Y. and Hofstetter, G. (2009), "Numerical prediction of crack propagation and crack widths in concrete structures", Eng. Struct., 31(8), 1832-40.
DOI
|
25 |
Unger, J. F., Eckardt, S. and Konke, C. (2007), "Modelling of cohesive crack growth in concrete structures with the extended finite element method", Comput. Meth. Appl. Mech. Eng., 196(41-44), 4087-4100.
DOI
|
26 |
Yamada, Y., Yoshimura, N. and Sakurai, T. (1968), "Plastic stress-strain matrix and its application for the solution of elasto-plastic problem by a finite element method", Int. J. Mech. Sci., 10, 343-354.
DOI
|