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[1]赵艳华,董伟,徐博瀚.Effect of T-stress on the initial fracture toughness of concrete under I/II[J],Theoretical and Applied Fracture Mechanics,2018,96:699-706
[2]Zhao, Yanhua,Gong, Jinxin,Zhao, Sumei.Experimental study on shrinkage of HPC containing fly ash and ground granulated blast-furnace slag[J],CONSTRUCTION AND BUILDING MATERIALS,2017,155:145-153
[3]马丽娜,贡金鑫,赵艳华.高性能混凝土约束收缩对氯离子扩散的影响[J],建筑科学与工程学报,2017,34(6):85-92
[4]Zhao, Yanhua,Li, Zheng,Xu, Bohan.Mixed-mode (I/II) interlaminar fracture of glued-laminated timber[J],MATERIALS & DESIGN,2017,131:210-218
[5]赵艳华,李征,常建梅.木材Ⅰ/Ⅱ复合型断裂破坏研究进展[J],力学与实践,2017,39(1):7-17
[6]赵艳华.木材I-II复合型断裂破坏研究进展[J],力学与实践,2017,39(1):7-17
[7]徐博瀚,王亚勋,赵艳华.木材顺纹断裂韧度的研究进展[J],力学与实践,2016,38(5):493-500
[8]贡金鑫,王振吉,马丽娜,赵艳华,彭建.沈海高速公路辽宁段沿线桥梁混凝土碳化概率特征研究[J],建筑科学与工程学报,2016,33(5):14-21
[9]Xu, Bo-Han,Wang, Ya-Xun,Zhao, Yan-Hua,Dong, Wei.Influence of Growth Ring Orientation on the Interlaminar Fracture Toughness in Glued-Laminated Timber[J],JOURNAL OF MATERIALS IN CIVIL ENGINEERING,2016,28(5)
[10]Xu, Bo-Han,Zhao, Yan-Hua,Guo, Jing-Hua,Wang, Ya-Xun.FRACTURE TOUGHNESSES OF INTERLAMINAR FRACTURE OF GLUED-LAMINATED TIMBER[J],WOOD RESEARCH,2016,61(6):951-958
[11]Zhao, Yan-hua,Chang, Jian-mei,Gao, Hong-bo.On geometry dependent R-curve from size effect law for concrete-like quasibrittle materials[J],COMPUTERS AND CONCRETE,2015,15(4):673-686
[12]Zhao, Yanhua,Chang, Jianmei,Gao, Hongbo.A three-parameter R-curve of concrete-like quasi-brittle materials[J],CONSTRUCTION AND BUILDING MATERIALS,2015,78:243-249
[13]张倩雯,赵艳华,吴智敏.混凝土路面碳纤维发热线融雪化冰研究[J],公路交通科技,2015,32(2):41-48
[14]Zhao, Yan-hua,Xu, Bo-han.Effect of T-stress on the mode-I fracture toughness of concrete[J],COMPTES RENDUS MECANIQUE,2014,342(8):490-500
[15]赵艳华,甘楠楠.T应力对混凝土断裂参数测定有效性的影响[J],大连理工大学学报,2013,53(4):537-542
[16]赵艳华.Determination of stress intensity factor for cracked Brazilian disc using weight function[A],12届国际损伤和断裂会议,2013
[17]赵艳华,刘津,甘楠楠.三点弯曲缺口梁T 应力的确定[J],工程力学,2013,30(10):14-18
[18]周军,赵艳华,李光伟,马超,吴智敏.三向应力状态下湿筛二级配大坝混凝土力学性能研究[J],水利与建筑工程学报,2011,09(6):87-91
[19]Yi F.-M.,Dong W.,Zhao Y.-H.,Wu Z.-M..Fracture characteristics and ductility of cracked concrete beam post-strengthened with CFRP sheet[J],Journal of Harbin Institute of Technology (New Series),2011,18(3):5-10
[20]Li, Zongjin,Zhao, Yanhua.Obtaining equivalent fracture toughness of concrete using uniaxial compression test[J],COMPUTERS AND CONCRETE,2010,7(4):387-402
[21]Hong Lei,Zhao Yanhua.The Electrical Properties and Snow Melting of Graphite Slurry Infiltrated Steel Fiber Concrete[J],JOURNAL OF WUHAN UNIVERSITY OF TECHNOLOGY-MATERIALS SCIENCE EDITION,2010,25(4):609-612
[22]赵艳华,陈晋,张华.T应力对Ⅰ-Ⅱ复合型裂纹扩展的影响[J],工程力学,2010,27(04):5-12
[23]赵艳华,陈晋,董伟.混凝土非标准楔入劈拉试件断裂参数的确定[J],水利与建筑工程学报,2010,8(1):1-4,18
[24]Zhao, Yanhua,Xu, Shilang,Asce, M..DETERMINATION OF ENERGY-BASED FRACTURE PARAMETERS OF CONCRETE UNDER COMPACT TENSION[A],2nd Asia-Pacific Young Researchers and Graduates Symposium,2010,196-207
[25]赵艳华,陈晋,张华.T应力对I-II复合型裂缝扩展的影响[J],工程力学,2010,27(4):5-12
[26]Dong Wei,Wu Zhimin,Zhao Yanhua,Yi Fumin.On crack propagation of I-II mixed mode fracture in concrete by means of photoelastic coatings[A],8th International Conference on Fracture and Damage Mechanics,2010,417-418:809-812
[27]Zhao Yanhua,Zhang Hua,Dong Wei.Determination of fracture parameters for non-standard wedge splitting specimen of concrete[A],9th International Conference on Fracture and Damage Mechanics,2009,452-453:425-428
[28]赵艳华,韩飞,陈晋.楔入劈拉试验支承形式对混凝土断裂韧度的影响[J],水利水电科技进展,2009,29(4):10-13
[29]Zhao, Yanhua.Closure to "Variation of Fracture Energy Dissipation along Evolving Fracture Process Zones in Concrete" by Yanhua Zhao, Shilang Xu, and Zhimin Wu[J],JOURNAL OF MATERIALS IN CIVIL ENGINEERING,2009,21(1):47-49
[30]赵艳华,杨树桐,韩飞,陈晋.混凝土紧凑拉伸试件断裂韧度计算模型[J],工程力学,2009,26(12):127-132
[31]赵艳华.混凝土紧凑拉伸试件断裂韧度计算模型[J],工程力学,2009,26(12):127-132
[32]徐世烺,赵艳华,张秀芳.混凝土断裂力学与裂缝控制技术-从混凝土的断裂韧性到韧性断裂的混凝土[A],全国第十一届岩石混凝土断裂、损伤与强度暨大体积混凝土温控防裂学术会议,2009,1-39
[33]徐世烺,赵艳华.混凝土裂缝扩展的断裂过程准则与解析[J],工程力学,2008,S2:20-33
[34]徐世烺,赵艳华.混凝土裂缝扩展的断裂理论和分析方法[A],第17届全国结构工程学术会议,2008,146-163
[35]赵艳华,吴智敏,王吉中,姜峰.土木专业本科生科研能力培养探析[A],第九届全国高校土木工程学院(系)院长(主任)工作研讨会,2008,187-189
[36]Zhu, Y.,Xu, S. L.,Zhao, Y. H..Fracture properties of cement paste and mortar: An experimental investigation[A],6th International Conference on Fracture Mechanics of Concrete andConcrete Structures,2007,1-3:249-255
[37]徐世烺,赵艳华,吴智敏,高洪波.楔入劈拉法研究混凝土断裂能[J],水力发电学报,2003,0(4):15-22
[38]赵艳华,郑建军,徐世灯良,吴智敏.平面应力状态下混凝土的本构模型[J],大连理工大学学报,2002,42(3):349-353
[39]赵艳华,徐世烺.跨高比对混凝土双K断裂参数的影响(英文)[J],三峡大学学报(自然科学版),2002,01:35-41
[40]赵艳华,徐世烺.跨高比对混凝土双K断裂参数的影响[J],三峡大学学报(自然科学版),2002,24(1):35-41
[41]赵艳华,吴智敏,徐世烺.平面应力状态下混凝土的强度准则[J],大连理工大学学报,2000,40(3):362-363
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