杜修力, 张建伟, 符佳, 等. 钢筋混凝土构件的尺寸效应研究进展及展望[J]. 建筑科学与工程学报, 2009, 26(3): 15-19.Du Xiuli, Zhang Jianwei, Fu Jia, et al. Research progress and prospect of size effect on reinforced concrete members [J]. Journal of Architecture and Civil Engineering, 2009, 26(3): 15-19. (in Chinese)
[2]
钱觉时, 黄煜镔. 混凝土强度尺寸效应的研究进展[J]. 混凝土与水泥制品, 2003(3): 1-5.Qian Jueshi, Huang Yubin. Review of size effect on strength of concrete [J]. China Cement and Concrete Product, 2003(3): 1-5. (in Chinese)
[3]
Sabnis G M, Mirza S M. Size effect in model concretes [J]. Journal of the Structural Division, 1979, 105(6): 1007-1020.
[4]
Viso J R D, Carmona J R, Ruiz G. Shape and size effects on the compressive strength of high-strength concrete [J]. Cement and Concrete Research, 2008, 38(3): 386-395.
[5]
姜福田. 混凝土力学性能与测定[M]. 北京: 中国铁道出版社, 1989: 82-83, 124-125, 137.Jiang Futian. Mechanical properties and measurement of concrete [M]. Beijing: China Railway Press, 1989: 82-83, 124-125, 137. (in Chinese)
[6]
Malhotra V M. Effect of specimen size on tensile strength of concrete [J]. ACI Journal Proceedings, 1970, 67(6): 467-469.
[7]
Bazant Z P, Kazemi M T, Hasegawa T, et al. Size effect in Brazilian split-cylinder tests: Measurements and fracture analysis [J]. ACI Materials Journal, 1991, 88(3): 325-332.
[8]
Chen W F, Yuan R L. Tensile strength of concrete: Double-punch test [J]. Journal of the Structural Division, 1980, 106(8): 1673-1693.
[9]
Rocco C, Guinea G V, Planas J, et al. Size effect and boundary conditions in the Brazilian test: Experimental verification [J]. Materials and Structures, 1999, 32(3): 210-217.
[10]
宣国良. 混凝土圆柱体劈拉强度的尺寸效应[J]. 河海大学学报, 1996, 24(2): 92-97. Xuan Guoliang. Size effect of splitting tensile strength in different specimens of concrete cylinders [J]. Journal of Hohai University, 1996, 24(2): 92-97. (in Chinese)
[11]
Kadlecek V, Modry S, Kadlecek Jr. Size effect of test specimens on tensile splitting strength of concrete: General relation [J]. Materials and Structures, 2002, 35(1): 28-34.
[12]
周红. 混凝土强度尺寸效应的试验研究[D]. 大连: 大连理工大学, 2010.Zhou Hong. Experimental study on size effect on concrete strength [D]. Dalian: Dalian University of Technology, 2010. (in Chinese)
[13]
Bazant Z P, Yu Q. Designing against size effect on shear strength of reinforced concrete beams without stirrups: II. verification and calibration [J]. Journal of Structural Engineering, 2005, 131(12): 1886-1897.
[14]
Angelakos D, Bent E C, Collins M P. Effect of concrete strength and minimum stirrups on shear strength large members [J]. ACI Structural Journal, 2001, 98(3): 290-299.
[15]
Roberto R D, Riera J D. Size effects in the analysis of reinforced concrete structures [J]. Engineering Structures, 2004, 26(8): 1115-1125.
[16]
Alca N, Alexander S D B, Macgregor J G. Effect of size on flexural behavior of high-strength concrete beams [J]. ACI Structural Journal, 1997, 94(1): 59-67.
[17]
Ozbolt J, Mestrovic D, Li Y J, et al. Compression failure of beams made of different concrete types and sizes [J]. Journal of structural Engineering, 2000, 126(2): 200-209.
[18]
车轶, 郑新丰, 王金金, 宋玉普. 单调荷载作用下高强混凝土梁受弯性能尺寸效应研究[J]. 建筑结构学报, 2012, 33(6): 96-102.Che Yi, Zheng Xinfeng, Wang Jinjin, Song Yupu. Size effect on flexural behavior of reinforced high-strength concrete beams subjected to monotonic loading [J]. Journal of Building Structures, 2012, 33(6): 96-102. (in Chinese)
[19]
Belgin C M, Sener S. Size effect on failure of over-reinforced concrete beams [J]. Engineering Fracture Mechanics, 2008, 75(8): 2308-2319.
[20]
Yi S T, Kim M S, Kim J K, et al. Effect of specimen size on flexural compressive strength of reinforced concrete members [J]. Cement and Concrete Composites, 2007, 29(3): 230-240.
[21]
周宏宇, 李振宝, 杜修力. RC受弯构件正截面极限承载力尺寸效应研究[J]. 武汉理工大学学报, 2011, 33(10): 83-87.Zhou Hongyu, Li Zhenbao, Du Xiuli. Study on size effect of normal section ultimate bearing capacity of RC flexural members [J]. Journal of Wuhan University of Technology, 2011, 33(10): 83-87. (in Chinese)
[22]
Kawai T, Toi Y. New element models in discrete structural analysis [J]. Journal of the Society of Naval Architects of Japan, 1977(141):187-193.
[23]
马怀发, 陈厚群, 周永发, 等. 大坝混凝土试件三维细观力学并行计算研究[J]. 工程力学, 2007, 24(10): 74-79.Ma Huaifa, Chen Houqun, Zhou Yongfa, et al. Parallel computation study on 3D meso-mechanics of dam concrete [J]. Engineering Mechanics, 2007, 24(10): 74-79. (in Chinese)
[24]
杜修力, 金浏. 混凝土材料细观单元弹模非均匀统计特性研究[J]. 工程力学, 2012, 29(10): 106-115.Du Xiuli, Jin Liu. Research on the heterogeneous statistical properties of elastic modulus of a concrete meso-scale unit [J]. Engineering Mechanics, 2012, 29(10): 106-115. (in Chinese)
[25]
Grassl P, Gregoire D, Solano L R, Pijaudier-Cabot G. Meso-scale modeling of the size effect on the fracture process zone of concrete [J]. International Journal of Solids and Structures, 2012, 49(13): 1818-1827.
[26]
Nagai K, Sato Y, Ueda T. Mesoscopic simulation of failure of mortar and concrete by 2D RBSM [J]. Journal of Advanced Concrete Technology, 2004, 2(3): 359-374.
[27]
Bolander Jr J E, Saito S. Fracture analyses using spring networks with random geometry [J]. Engineering Fracture Mechanics, 1998, 61(5/6): 569-591.
