[1]
|
BURLION N, GATUINGT F, PIJAUDIER-CABOT G, et al. Compaction and tensile damage in concrete: Constitutive modeling and application to dynamics[J]. Computer Methods in Applied Mechanics Engineering, 2000, 183(3/4): 291-308. https://www.sciencedirect.com/science/article/pii/S0045782599002236 |
[2]
|
ASLANI F, JOWKARMEIMANDI R. Stress-strain model for concrete under cyclic loading[J]. Magazine of Concrete Research, 2012, 64(8): 673-685. doi: 10.1680/macr.11.00120 |
[3]
|
TEDESCO J W, POWELL J C, ROSS C A, et al. A strain-rate-dependent concrete material model for ADINA[J]. Computer & Structures, 1997, 64(5/6): 1053-1067. https://www.sciencedirect.com/science/article/pii/S0045794997000187 |
[4]
|
肖诗云, 张剑.不同应变率下混凝土受压损伤试验研究[J].土木工程学报, 2010, 43(3): 40-45. doi: 10.3969/j.issn.1009-6825.2012.05.026
XIAO Shiyun, ZHANG Jian. Compressive damage experiment of concrete at different strain rates[J]. China Civil Engineering Journal, 2010, 43(3): 40-45. (in Chinese) doi: 10.3969/j.issn.1009-6825.2012.05.026 |
[5]
|
王立成, 宋玉普.混凝土双轴受压动态强度准则[J].水电能源科学, 2012, 30(1): 139-142. http://www.cnki.com.cn/Article/CJFDTotal-TZJG201101014.htm
WANG Licheng, SONG Yupu. Dynamic strength criterion of concrete under biaxial compression[J]. Water Resources and Power, 2012, 30(1): 139-142. (in Chinese) http://www.cnki.com.cn/Article/CJFDTotal-TZJG201101014.htm |
[6]
|
PENTTALA V, AL-NESHAWY F. Stress and strain state of concrete during freezing and thawing cycles[J]. Cement and Concrete Research, 2002, 32(9): 1407-1420. doi: 10.1016/S0008-8846(02)00785-8 |
[7]
|
HADSN M, UEDA T, SATO Y. Stress-strain relationship of frost-damaged concrete subjected to fatigue laoding[J]. Journal of Materials in Civil Engineering, 2008, 20(1): 37-45. doi: 10.1061/(ASCE)0899-1561(2008)20:1(37) |
[8]
|
刘学波, 宋玉普.冻融循环后湿筛大骨料混凝土的试验研究[J].水电能源科学, 2009, 27(3): 97-99. http://www.doc88.com/p-3008954824970.html
LIU Xuebo, SONG Yupu. Experimental study on wet-screened mass concrete behavior after freeze-thaw cycles[J]. Water Resources and Power, 2009, 27(3): 97-99. (in Chinese) http://www.doc88.com/p-3008954824970.html |
[9]
|
曹大富, 富立志, 杨中伟, 等.冻融循环作用下混凝土受压本构特征研究[J].建筑材料学报, 2013, 16(1): 17-23. http://www.cqvip.com/QK/96832A/201301/44883600.html
CAO Dafu, FU Lizhi, YANG Zhongwei, et al. Study on constitutive relations of compressed concrete subjected to action of freezing-thawing cycles[J]. Journal of Building Materials, 2013, 16(1): 17-23. (in Chinese) http://www.cqvip.com/QK/96832A/201301/44883600.html |
[10]
|
覃丽坤, 宋玉普, 于长江, 等.双轴压混凝土在冻融循环后的力学性能及其破坏准则[J]. 2004, 21(2): 188-193. http://www.cqvip.com/QK/95324X/2004002/9892237.html
QIN Likun, SONG Yupu, YU Changjiang, et al. Mechanical property and failure criterion for concrete under biaxial compressive stresses after cyclic freezing and thawing[J]. Engineering Mechanics, 2004, 21(2): 188-193. (in Chinese) http://www.cqvip.com/QK/95324X/2004002/9892237.html |
[11]
|
覃丽坤, 宋玉普, 陈浩然, 等.双轴拉压混凝土在冻融循环后的力学性能及破坏准则[J].岩石力学与工程学报, 2005, 24(10): 1740-1745. doi: 10.3321/j.issn:1000-6915.2005.10.018
QIN Likun, SONG Yupu, CHEN Haoran, et al. Mechanical property and failure criterion of concrete under biaxial tension and compression after freeze-thaw cycling[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(10): 1740-1745. (in Chinese) doi: 10.3321/j.issn:1000-6915.2005.10.018 |
[12]
|
王立成.不同种类混凝土冻融循环后双轴压压统一强度准则[J].水电能源科学, 2012, 30(1): 159-161, 215. http://www.wenkuxiazai.com/doc/e17d6cca26fff705cc170a7f.html
WANG Licheng. Unified strength criterion for different types of concretes under biaxial compression subjected to freezing and thawing action[J]. Water Resources and Power, 2012, 30(1): 159-161, 215. (in Chinese) http://www.wenkuxiazai.com/doc/e17d6cca26fff705cc170a7f.html |
[13]
|
段安. 受冻融混凝土本构关系研究和冻融过程数值模拟[D]. 北京: 清华大学, 2009.
DUAN An. Research on constitutive relationship of frozen-thawed concrete and mathematical modeling of freeze-thaw process[D]. Beijing: Tsinghua University, 2009. (in Chinese) |
[14]
|
冀晓东, 宋玉普, 刘建.混凝土冻融损伤本构模型研究[J].计算力学学报, 2011, 28(3): 461-467. doi: 10.7511/jslx201103026
JI Xiaodong, SONG Yupu, LIU Jian. Study on frost damage constitutive model of concrete[J]. Chinese Journal of Computational Mechanics, 2011, 28(3): 461-467. (in Chinese) doi: 10.7511/jslx201103026 |
[15]
|
商怀帅, 曹磊, 王慧平, 等.混凝土冻融损伤后双轴受力下的脆弹性损伤本构模型[J].江苏大学学报(自然科学版), 2014, 35(6): 727-731. http://or.nsfc.gov.cn/handle/00001903-5/314725
SHANG Huaishuai, CAO Lei, WANG Huiping, et al. Brittle elastic damage constitutive model of plain concrete under biaxial compression after freeze-thaw cycles[J]. Journal of Jiangsu University(Natural Science Edition), 2014, 35(6): 727-731. (in Chinese) http://or.nsfc.gov.cn/handle/00001903-5/314725 |
[16]
|
苏捷, 方志, 杨钻.混凝土单轴受压性能尺寸效应的试验研究[J].工业建筑, 2012, 42(6): 122-126. http://www.oalib.com/paper/4648689
SU Jie, FANG Zhi, YANG Zuan. Experimental study on the size effect of concrete uniaxial compressive behavior[J]. Industrial Construction, 2012, 42(6): 122-126. (in Chinese) http://www.oalib.com/paper/4648689 |
[17]
|
肖福坤, 申志亮, 刘刚, 等.循环加卸载中滞回环与弹塑性应变能关系研究[J].岩石力学与工程学报, 2014, 33(9): 1791-1797. http://industry.wanfangdata.com.cn/dl/Detail/Periodical?id=Periodical_yslxygcxb201409009
XIAO Fukun, SHEN Zhiliang, LIU Gang, et al. Relationship between hysteresis loop and elastoplastic strain energy during cyclic loading and unloading[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(9): 1791-1797. (in Chinese) http://industry.wanfangdata.com.cn/dl/Detail/Periodical?id=Periodical_yslxygcxb201409009 |
[18]
|
殷有泉.岩石的塑性、损伤及其本构表述[J].地质科学, 1995, 30(1): 63-69. https://www.wenkuxiazai.com/doc/68fd8574580216fc700afdce-2.html
YIN Youquan. On rock plasticity, damage and their constitutive formulation[J]. Scientia Geologica Sinica, 1995, 30(1): 63-69. (in Chinese) https://www.wenkuxiazai.com/doc/68fd8574580216fc700afdce-2.html |