1. Testing and analysis of fracture toughness of concrete. Journal of Water Conservancy, No.6,1982,61-66, Xu Shiquan.
2. Probability statistical analysis of fracture toughness of concrete. Journal of Water Conservancy, 1984,10,51-58, Xu Shiquan.
3. Damage and fracture mechanism of concrete, project summary report of National Natural Science Foundation. Dalian University of Technology (has passed the evaluation organized by the Materials and Engineering Department of the National Natural Science Foundation of China), 1987, 1-99, Zhao Guojun, Xu Shiquan.
4. Study on probability model of concrete fracture toughness. Journal of Civil Engineering, 1988, No.21Volume, No.4, pages 9-23, Xu Shiquan, Zhao Guofan.
5. The stable expansion process of concrete cracks and the critical crack tip opening displacement. Journal of Water Conservancy, No.4,1989,33-44, Xu Shiquan, Zhao Guofan.
6. Concrete Crack Assessment Technology, Summary Report of 75 National Key Scientific and Technological Projects 17-2- 1 FLCL, 2. Dalian University of Technology (has passed the ministerial appraisal of the Ministry of Energy), 1989, 1-295, Zhao Guofan, Xu Shiquan, Wang Fengyi, Gao Quan.
7. Fracture toughness of concrete giant specimens and fracture toughness criteria for crack evaluation of high concrete dams. Journal of Civil Engineering, 199 1 year, vol. 24, No.2, 1-9, Xu Shiquan, Zhao Guofan.
8. Fracture energy and crack tip strain field of large concrete specimens. Journal of Hydraulic Engineering, 199 1, 17-25, Xu Shiquan, Zhao Guofan, Huang Chengkui, Liu Yi, Wang Fengyi, Jin Guoli.
9. Study the crack growth process of concrete by photoelastic patch method. Journal of Hydropower, No.3, 199 1, 8- 17, Xu Shiquan, Zhao Guofan.
10. Study on fracture mechanics of concrete. Dalian University of Technology Press, 199 1 year, Xu Shiquan, Zhao Guofan.
1 1. Fracture Mechanics of Rock and Concrete, Central South University of Technology Press, 199 1 year, (one of the co-authors).
12. Double-K fracture criterion for crack propagation in concrete structures. Journal of Civil Engineering, 1992, Volume 25, No.2, pp. 32-38, Xu Shiquan, Zhao Guofan.
13. Journal of fracture toughness of large concrete samples, No.6, 1997, 67-76, Wu Zhimin, Zhao Guofan, Xu Shiquan.
14. Double-K fracture parameters of concrete based on virtual crack model. Journal of Hydraulic Engineering, No.7, 1999, 12- 16, Wu Zhimin, Xu Shiquan, Wang Jinlai.
15. the k-fracture parameters of concrete and its size effect are studied by three-point bending beam method. Journal of hydroelectric power generation. No.4, 2000, (35-39), Wu Zhimin, Xu Shiquan, Wang Jinlai and Liu Yi.
16. Equivalent fracture toughness of concrete based on virtual crack model. Engineering Mechanics, 2000, Volume 17,No. 1, (99- 104), Wu Zhimin, Wang Jinlai, Xu Shiquan,
17. Fracture mechanical properties of cracks near the interface of two-phase media. Journal of Composite Materials, No.3, 2000, 17, (78-82), Wang Limin, Chen Haoran, Xu Shiquan, Zhao Guangyuan.
18. Influence of initial joint length of specimen on double K fracture parameters of concrete. Journal of Water Conservancy, No.4, 2000, Wu Zhimin, Xu Shiquan, Liu Yi.
19. Structural design theory considering fracture characteristics of materials, summary report of projects supported by National Science Fund for Distinguished Young Scholars. Dalian University of Technology, 2000, 1-20 1, Xu Shiquan, Wu Zhimin, Wang Limin, Zhao Zhifang, Zhao Yanhua.
20. The influence of specimen size on the new KR resistance curve of concrete. Journal of Water Conservancy, 200 1 12. Zhao Zhifang, Xu Shiquan.
2 1. Influence of concrete strength on new KR resistance curve based on cohesion. Journal of Hydropower, June 2006, 5438+0, No.3,1-21,Zhao Zhifang, Xu Shiquan.
22. The influence of the shape of concrete softening constitutive curve on the double K fracture parameters. Journal of Civil Engineering, 200 1, 34 (5), 29-34, Zhao Zhifang, Xu Shiquan.
23. Stress intensity factor when the crack is perpendicular to the interface of two-phase medium. Journal of Computational Mechanics, 200 1, 18 (1), 33-36, Chen Haoran, Xu Shiquan.
24. The size effect of crack propagation and double K fracture parameters are studied by photoelastic patch method. Journal of Water Conservancy, 200 1 4, 34-39, Wu Zhimin, Xu Shiquan,
25. Stress analysis of short fiber at crack end. Journal of Mechanics, 2002, 34 (2), 200-207. Wang Limin, Xu Shiquan, Chen Haoran.
26. Stress and deformation of far-field bridge reinforcement in quasi-brittle material crack. Engineering Mechanics, 2002, 19 (3), 132- 136. Xu Shiquan, Wang Limin, Zhao Yanhua.
27. Minimum J2 Criterion for Brittle Fracture of Ⅰ-Ⅱ Mixed-mode Cracks Engineering Mechanics, 2002, 19 (4), 94-98. Zhao Yanhua, Xu Shiquan.
28. The influence of concrete softening constitutive relation on double K fracture parameters. Engineering mechanics, 2002 19 (4), 149- 154. Zhao Zhifang, Xu Shiquan, Zhou Hougui.
29. Calculation theory and standardized test method of double K fracture parameters of concrete. Invited Report of the Seventh National Symposium on Fracture Damage and Strength of Rock Concrete, Wuhan, 200 1 10, Xu Shiquan. (See Journal of Three Gorges University, 2002,24 (1), 1-8).
30. Study on the bonding properties of high performance fine concrete and carbon fiber fabric. Invited report of the 1 1 National Structural Engineering Conference. Xu Shiquan, Changsha, June 2002, 5438+ 10 (see Engineering Mechanics, 2002, Supplement, 95-11).
Experimental study on the influence of 3 1. stirrup ratio on the limit value of axial compression ratio of steel reinforced high strength concrete short columns. Journal of Civil Engineering, 2002, 35 [6], 39-43, Jia Jinqing, Xu Shiquan, Zhao Guofan.
32. Practical analysis method of double K fracture parameters of concrete. Engineering Mechanics, 2003,20 (3), 54-6 1, Xu Shiquan, Wu Zhimin, Ding Gengen.
33. Wedge splitting method is used to study the fracture energy of concrete. Journal of Hydropower, No.4, 2003, 15-22, Xu Shiquan, Zhao Yanhua, Wu Zhimin, Gao Hongbo.
34. Experimental study on the limit value of axial compression ratio of steel reinforced high strength concrete short columns. Journal of Building Structure, 2003, 1, 14- 19, Jia Jinqing, Xu Shiquan.
35. Cohesion analysis of semi-infinite crack tip, Applied Mathematics and Mechanics, 2003,24812-820, Xu Shiquan.
36. Singularity of cohesion of virtual cracks in concrete fracture process area. Journal of Applied Mechanics, 2004,21(1): 30-35, Wang Limin, Xu Shiquan.
37. Three-dimensional nonlinear finite element numerical simulation of concrete type II fracture process. Journal of Hydropower, 2004,23 [5]:15-21,Xu Shiquan, Zhao Yanhua.
38. Double G criterion for crack propagation in concrete structures. Journal of Civil Engineering, 2004, 37 (10):13-18; 5 1; 9 1, Zhao Yanhua, Xu Shiquan, Wu Zhimin.
39. The boundary effect of concrete fracture energy. Journal of Hydraulic Engineering, 2005, 1 1, Zhao Yanhua, Xu Shiquan, Nie Yuqiang.
40. Drawing calculation and analysis of fiber reinforced concrete. Journal of Railway Science and Engineering, 2005, (1):15-21,Xu Shiquan, Li He.
4 1. Improvement of shear lag theory for stress transmission of short fiber concrete. Engineering Mechanics, 2005,22 [6], 165- 169,, Xu Shiquan.
42. Analysis of opening displacement of viscous crack considering softening effect. China Science Series G, 2006, 36 (1), 59-7 1, Xu Shiquan, Zhao Xiqiang,
43. The expansion solution of a kind of weakly singular kernel integral equation of Fredholm type. Journal of Physics, 2006,55 (2): 543-546, Ren Chuanbo, Xu Shiquan, Zhao Xiqiang, Wang Limin.
44. Development of fracture mechanics of concrete in China. Fracture toughness and fracture energy of concrete (edited by Wittmann F.H), Elsevier Science Press, Amsterdam, Netherlands, 1986 (363-374), Xu, Chen Shiming, Zhao Guofan.
45. Study on probability distribution and size effect of fracture toughness of concrete. Ibid. (edited by Wittmann F.H), Elsevier Science Press, Amsterdam, Netherlands, 1986(337-34 1), Xu, Zhao Guofan.
46. Determination of Fracture Toughness and Fracture Energy of Concrete, Fracture Toughness and Fracture Energy-Test Methods for Concrete and Rock (edited by H.Mihashi et al.), A.A.Balkema Publishing House, Netherlands, 1989. (157- 163), Xu He Zhao Guofan.
47. Using laser speckle photography to study the fracture process area of concrete. Brittle matrix composites (edited by A. M. Brandt), Elsevier Applied Science, Netherlands, 1989 (373-383), Xu, Zhao Guofan.
48. Study on the application of concrete fracture mechanics in dam engineering. Summary of Seminar on the Application of Concrete Fracture Mechanics in Dam Engineering (edited by F.H.Wittmann), Locarno, Switzerland, September 17 to 18, 1990(56-60), Zhao Guofan, Xu.
49. Study the fracture toughness and fracture energy by wedge splitting samples. Brittle matrix composite 3 (edited by A.M. Brandt), Elsevier Applied Science, Netherlands, 199 1. Zhao Guofan, Jiao Hui, Xu.
50. The wedge splitting test method is used to study the fracture behavior. Fracture process of concrete, rock and ceramics (edited by J.G.M. Van Meiere, J.G. Roots and A.Barker); FN Spon, Chapman & London Hall, 199 1. (789-798), Zhao Guofan, Jiao Hui and Xu.
5 1. Probability model of concrete fracture and size effect of fracture toughness. Journal of Concrete Research, London, Volume 47,No. 173,1995 (311-320), S. Xu and Bumbar.
52. Type II fracture test method for high orthotropic materials such as wood. International Journal of Fracture, Vol.75, No.2,1996 (185-214), Xu (), Hans-W. Reinhardt and Murat Gappoev.
53. Test and determination of K Ⅱ C of ordinary strength concrete. Materials and structures, Paris, vol. 3 1, 1998 (296-302), H.W. Reinhardt and Xu.
54. Shear and pure type II test of structural concrete members. Advanced cement-based materials, new york, Volume 5, 1997(75-85). Reinhardt, Ozbolt, Xu and Dinku.
55. Acoustic emission analysis of concrete under different loading conditions. Otto Graff magazine, Stuttgart, vol. 18, pp. 1997 (pp. 255-269), Bernd Xu () and Utzmeier.
56. Crack propagation resistance and fracture characteristics of quasi-brittle softening materials such as concrete based on the whole fracture process. International Journal of Fracture, Volume 92, 1998 (7 1-99), Xu () and Hans W. Reinhardt.
57. Numerical experiment and characteristics of the new KR curve in the whole fracture process of three-point bending beam. Fracture mechanics of concrete structures. H. Mihashi and K. Rokugo), Aedificatio Publishing House, Germany, Vol. 1, 1998 (399-408), H.W. Reinhardt and S.Xu.
58. Analytical solution of hypothetical crack of Griffith crack and estimation of crack propagation resistance. Fracture mechanics of concrete structure. H. Mihashi and K. Rokugo), AEdificatio Publishing House, Germany, Vols. 1, 1998 (409-420), S. Xu ().
59. Determination of double K fracture parameters of standard three-point bending notched beam Fracture mechanics of concrete structure. H. Mihashi and K. Rokugo), AEdificatio Publishing House, Germany, VO. 1, 1998 (43 1-440), S. Xu (Xu Shiquan).
60. Numerical study on type II geometry of bilateral notch. Fracture mechanics of concrete structures. H. Mihashi and K. Rokugo), Aedificatio Publishing House, Germany, Vols. 1, 1998 (773-782), J. Ozbolt, H.W. Reinhardt and S. Xu.
6 1. Determination of the Double-K Criterion for Crack Propagation in Quasi-brittle Materials, Part I: Experimental Study on Crack Propagation, International Journal of Fracture, 1999, Volume 98, No.2, (11-149. Shi Langxu (Xu
62. Determination of Double K Criterion for Crack Propagation in Quasi-brittle Materials, Part II: Analysis, evaluation and practical measurement method of three-point bending notched beam. International Journal of Fracture, 1999, Volume 98, No.2, (15 1- 177). Shi Lang. Xu () and Reinhardt.
63. Determination of Double-K Criterion for Crack Propagation in Quasi-brittle Materials Part III: Compact Tensile Specimens and Wedge Splitting Specimens S. International Journal of Fracture, Vol. 98, No.2, 1999, (179- 193). Xu () and Hans Reinhart.
64. Crack propagation resistance is based on the cohesion of concrete. Engineering Fracture Mechanics, London, 1999, Volume 64, No.5, (563-587). Hans W. Reinhart and Shi Langxu (Xu Shiquan).
65. Determination of parameters in bilinear, Reinhardt nonlinear and exponential nonlinear softening curves and their physical significance. Werkstoffe und Werkstoffprüfung in Bauwesen, Hamburg, Libri BOD, 1999, (4 10-424). Xu.
66. A Simplified Method for Determining Double-K Fracture Parameters of Three-point Bending Test, International Journal of Fracture, 2000, Vol. 104, No.2, (18 1-208). Xu, and Reinhart.
67. A practical test method for determining the type Ⅱ fracture energy G Ⅱ F of concrete. International Journal of Fracture, 2000, Volume 105, No.2, (107- 125). Reinhardt, Hans W. and Shi Langxu (Xu Shizhen).
68. The conservation law of J-integral of multi-materials and its application. Applied Mathematics and Mechanics, Volume 22,No. 10, 200 1, (1097-104). Wang, Li Ming, Xu.
69. A new improved Uzawa method for the finite element solution of Stokes problem. Computational Mechanics, springer, 27 (4), April 2006, 5438+0, 6 pages (305-3 10). And Xu.
70. Pull-out test and numerical study on bond performance between high performance fine-grained concrete and carbon fiber fabric. In: Baertl & ampauml technology progress and progress. Stuttgart: Ibiden, 2002, (15 1- 164), Kruger, M, Xu, S, Reinhardt, H.-W, Ozbolt, J.
7 1. Comparison between double-K fracture model and two-parameter fracture model. Journal of Otto Graff, Stuttgart, Volume 24, 2003, Xu, Hans W Reinhardt, Zhao Yanhua.
72. Bond stress analysis of semi-infinite crack tip. Applied Mathematics and Mechanics, Volume 24, No.8, 2003 (9 17-927). Wang, Li Ming and Xu Shilang.
73. Double K parameters of negative geometry and KR curve based on cohesive stress. Fracture mechanics of concrete structures, edited by Li et al., 2004 International Conference on Concrete Mechanics (ISBN 0 8703 1 135 2): pp. 423-430, Xu, Hans W. Reinhardt.
74. Determination of double G energy fracture criterion for concrete materials. Fracture mechanics of concrete structures, edited by Li et al., 2004 International Mechanics of Concrete Structures (ISBN 0 8703 1 135 2): Page 43 1-438, Zhao Yanhua, Xu.
75. Analysis and calculation of energy dissipation in concrete fracture process area. Computer and Concrete, Vol. 1, 2004, (47-60), Zhao Yanhua, Xu, Li Zongjin.
76. Bonding properties between carbon, aramid and alkali-resistant glass fiber fabrics and mortar. Journal of Civil Engineering Materials, Vol. 16, No.4, July/August 2004, (356-364), Xu, Kruger, M., Reinhardt, H.-W., Ozbolt, J.
77. Quasi-brittle model for service life prediction of self-compacting concrete structures, 1st International Symposium on Design, Performance and Use of Self-compacting Concrete, Shanghai Architectural Engineering Press, 2005,549-556, Zheng, Zhou, Xu Shilin.
78. Simulation of pore structure of self-compacting concrete and its application, 1st International Symposium on Design, Performance and Application of Self-compacting Concrete, Journal of Shanghai Jiaotong University, 2005,413-420, Zheng, Jiang Lili, Xu Lili, Lin Lili.
79. Wedge-splitting tensile test study on fracture performance of self-compacting concrete, 1st International Symposium on Design, Performance and Application of Self-compacting Concrete, Swiss Engineering Research Center, 2005,421-428, Zhao Yanhua, Ma Jianxin,, Xu,.
80. Self-compacting concrete for textile reinforcing members, 1st International Symposium on Design, Performance and Application of Self-compacting Concrete, RILEM publication S.A.R.L., Bagneux, 2005, 687-494, Xu.
8 1. Shear fracture based on fracture mechanics. Otto Graff Journal, Stuttgart, 2005,16,21-78, Xu, Hans W. Reinhardt.
82. Analysis of cohesive crack opening displacement considering strain softening effect. China Science Series G- Physics and Astronomy, 2006, 49 (1), 88-10/,Xu, Zhao Xiqiang.
83. Study on the average fracture energy of concrete crack propagation. Journal of Civil Engineering Materials (Received), china civil engineering society, Xu, Zhao Yanhua,