Citation: | SONG Min, ZHANG Jie, CHEN Qingqing, WANG Zhiyong, WANG Zhihua. Fracture behaviors of lightly reinforced concrete beams under different loading rates[J]. Explosion And Shock Waves, 2021, 41(6): 063102. doi: 10.11883/bzycj-2020-0121 |
[1] |
AZAD A K, MIRZA M S, CHAN P. Fracture energy of weakly reinforced concrete beams [J]. Fatigue & Fracture of Engineering Materials & Structures, 1989, 12(1): 9–18. DOI: 10.1111/j.1460-2695.1989.tb00504.x.
|
[2] |
FAYYAD T M, LEES J M. Experimental investigation of crack propagation and crack branching in lightly reinforced concrete beams using digital image correlation [J]. Engineering Fracture Mechanics, 2017, 182: 487–505. DOI: 10.1016/j.engfracmech.2017.04.051.
|
[3] |
付应乾, 董新龙. 落锤冲击下钢筋混凝土梁响应及破坏的实验研究 [J]. 中国科学: 技术科学, 2016, 46(4): 400–406. DOI: 10.1360/N092015-00337.
FU Y Q, DONG X L. An experimental study on impact response and failure behavior of reinforced concrete beam [J]. Scientia Sinica Technologica, 2016, 46(4): 400–406. DOI: 10.1360/N092015-00337.
|
[4] |
MINDESS S, BENTUR A. A preliminary study of the fracture of concrete beams under impact loading, using high speed photography [J]. Cement and Concrete Research, 1985, 15(3): 474–484. DOI: 10.1016/0008-8846(85)90121-8.
|
[5] |
BENTUR A. The fracture of reinforced concrete under impact loading [C]// Materials Research Society Symposium Procedure. Cambridge University Press, 1986. DOI: 10.1557/PROC-64-225.
|
[6] |
BOSCO C, CARPINTERI A. Fracture behavior of beam cracked across reinforcement [J]. Theoretical and Applied Fracture Mechanics, 1992, 17(1): 61–68. DOI: 10.1016/0167-8442(92)90046-z.
|
[7] |
RUIZ G, CARMONA J R, CENDÓN D A. Propagation of a cohesive crack through adherent reinforcement layers [J]. Computer Methods in Applied Mechanics and Engineering, 2006, 195(52): 7237–7248. DOI: 10.1016/j.cma.2005.01.029.
|
[8] |
SUKONTASUKKUL P, NIMITYONGSKUL P, MINDESS S. Effect of loading rate on damage of concrete [J]. Cement and Concrete Research, 2004, 34(11): 2127–2134. DOI: 10.1016/j.cemconres.2004.03.022.
|
[9] |
FAN X Q, HU S W, LU J. Influence of steel rebar position on concrete Double-K fracture toughness [J]. Journal of Testing and Evaluation, 2016, 44(6): 2361–2367. DOI: 10.1520/JTE20150101.
|
[10] |
FAN X Q, HU S W. Influence of crack initiation length on fracture behaviors of reinforced concrete [J]. Applied Clay Science, 2013, 79: 25–29. DOI: 10.1016/j.clay.2013.02.026.
|
[11] |
徐晓良, 杨树桐. 钢筋混凝土少筋梁断裂特性试验研究 [J]. 工程力学, 2017, 34(S1): 239–243. DOI: 10.6052/j.issn.1000-4750.2016.03.S049.
XU X L, YANG S T. Experimental study on fracture behavior of lightly-reinforced concrete beam [J]. Engineering Mechanics, 2017, 34(S1): 239–243. DOI: 10.6052/j.issn.1000-4750.2016.03.S049.
|
[12] |
ZHANG X X, RUIZ G, YU R C. Experimental study of combined size and strain rate effects on the fracture of reinforced concrete [J]. Journal of Materials in Civil Engineering, 2008, 20(8): 544–551. DOI: 10.1061/(asce)0899-1561(2008)20:8(544).
|
[13] |
KISHI N, MIKAMI H, MATSUOKA K G, et al. Impact behavior of shear-failure-type RC beams without shear rebar [J]. International Journal of Impact Engineering, 2002, 27(9): 955–968. DOI: 10.1016/s0734-743x(01)00149-x.
|
[14] |
滕智明. 钢筋混凝土基本构件[M]. 2版. 北京: 清华大学出版社, 1987.
|
[15] |
何连立. 钢筋混凝土断裂参数的试验研究[D]. 大连: 大连理工大学, 2005: 41−44. DOI: 10.7666/d.y759550.
|
[16] |
陈永春. 部分预应力混凝土梁开裂后截面应力的简捷计算 [J]. 建筑结构学报, 1985(2): 11–17. DOI: 10.14006/j.jzjgxb.1985.02.002.
CHEN Y C. Simplified calculation of flexural stresses in partially prestressed concrete beams after cracking [J]. Journal of Building Structures, 1985(2): 11–17. DOI: 10.14006/j.jzjgxb.1985.02.002.
|
[17] |
ROSA A L, YU R C, RUIZ G, et al. A loading rate dependent cohesive model for concrete fracture [J]. Engineering Fracture Mechanics, 2012, 82: 195–208. DOI: 10.1016/j.engfracmech.2011.12.013.
|
[18] |
SHAH S P. Concrete and fiber reinforced concrete subjected to impact loading [J]. MRS Online Proceedings Library, 1985, 64: 181–201. DOI: 10.1557/PROC-64-181.
|
[19] |
SAATCI S, VECCHIO F J. Effects of shear mechanisms on impact behavior of reinforced concrete beams [J]. ACI Structural Journal, 2009, 106(1): 78–86.
|
[20] |
DESTREBECQ J F, TOUSSAINT E, FERRIER E. Analysis of cracks and deformations in a full scale reinforced concrete beam using a Digital Image Correlation technique [J]. Experimental Mechanics, 2011, 51(6): 879–890. DOI: 10.1007/s11340-010-9384-9.
|
[21] |
FAYYAD T M, LEES J M. Application of digital image correlation to reinforced concrete fracture [J]. Procedia Materials Science, 2014, 3: 1585–1590. DOI: 10.1016/j.mspro.2014.06.256.
|
[22] |
SWAMY R N. RILEM-CEB-IABSE-IASS interassociation symposium on concrete structures under impact and impulsive loading [J]. International Journal of Cement Composites and Lightweight Concrete, 1982, 4(4): 254. DOI: 10.1016/0262-5075(82)90032-X.
|