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徐世烺.Determination of fracture parameters for crack propagation in concrete using an energy approach[J],ENGINEERING FRACTURE MECHANICS,2021,75(15):4292-4308
徐世烺.Theoretical analysis and experimental investigation on flexural performance of steel reinforced...[J],SCIENCE IN CHINA SERIES E-TECHNOLOGICAL SCIENCES,2021,52(4):1068-1089
张秀芳,吴炳楠.延性基材对小跨高比连梁抗震性能的影响[J],水利与建筑工程学报,2018,16(3):25-29
张秀芳,吴炳楠.延性基材对小跨高比连梁连梁抗震性能的影响[J],水利建筑与工程学报,2018,16(3):25-29
张秀芳,郭少鹏.UHTCC/RC复合梁剪切性能试验研究[J],水利与建筑工程学报,2017,15(3):49-53,71
Zhang Xiufang,Liu Ruiqiang,Guo Shaopeng.Experimental Investigation on Shear performance of RC beams with UHTCC layer in tension zone[A],2017,120:355-360
张秀芳,许青青,胡少伟.利用超高韧性水泥基复合材料提高RC深梁的抗剪性能[A],2016,6
张秀芳,胡少伟,胡晓威.混凝土双K断裂韧度的率相关性[J],水利学报,2016,47(10):1287-1297
Hu, Shaowei,Zhang, Xiufang,Xu, Shilang.Effects of loading rates on concrete double-K fracture parameters[J],ENGINEERING FRACTURE MECHANICS,2015,149:58-73
张秀芳,姬仁楠.钢筋超高韧性水泥基复合材料梁的抗剪性能[J],水利与建筑工程学报,2015,4:168-172
刘文丽,贡金鑫,张秀芳.铺装层对T形梁桥梁竖向温度梯度的影响[J],公路交通科技,2014,31(10):45-50,57
Hou, Li-jun,Xu, Shilang,Zhang, Xiu-fang,Chen, Da.Shear Behaviors of Reinforced Ultrahigh Toughness Cementitious Composite Slender Beams with Sti...[J],JOURNAL OF MATERIALS IN CIVIL ENGINEERING,2014,26(3):466-475
侯利军,陈达,徐世烺,张秀芳.无腹筋RUHT CC梁抗剪性能试验研究[J],东南大学学报（自然科学版）,2014,44(1):133-139
侯利军,陈达,徐世烺,张秀芳.正常使用状态下RUHTCC梁的弯曲变形预测[J],工程力学,2014,31(11):183-189
张秀芳.behaviors of reinforced ultrahigh toughness cementitious composite slender beams with stirrups[J],ASCE, Journal of Materials in Civil Engineering,2014,26(3):466-475
张秀芳,蔡振兴,徐世烺.钢筋增强延性水泥基复合材料梁弯曲承载力计算的实用设计方法[J],应用基础与工程科学学报,2013,21(6):1103-1115
Hou, Li-jun,Xu, Shi-lang,Zhang, Xiu-fang.Toughness evaluation of ultra-high toughness cementitious composite specimens with different de...[J],MAGAZINE OF CONCRETE RESEARCH,2012,64(12):1079-1088
路建华,徐世烺,张秀芳.超高韧性水泥基复合材料梁柱节点的低周往复试验研究[J],水利学报,2012,43(z1):135-144
胡晓威,张秀芳,徐世烺.采用立方体劈拉试件测定混凝土双K断裂参数[J],水利学报,2012,43(z1):98-109
Xu, Shilang,Hou, Li-Jun,Zhang, Xiu-Fang.Shear Behavior of Reinforced Ultrahigh Toughness Cementitious Composite Beams without Transvers...[J],JOURNAL OF MATERIALS IN CIVIL ENGINEERING,2012,24(10):1283-1294
Xu, Shilang,Reinhardt, Hans W.,Zhang, Xiufang.Shear Capacity Prediction of Reinforced Concrete Beams without Stirrups Using Fracture Mechanic...[J],ACI STRUCTURAL JOURNAL,2012,109(5):705-713
Xu, S. L.,Wang, N.,Zhang, X. F..Flexural behavior of plain concrete beams strengthened with ultra high toughness cementitious c...[J],MATERIALS AND STRUCTURES,2012,45(6):851-859
Xu, Shilang,Zhang, Xiufang,Hou, Lijun.Flexural and shear behaviors of reinforced ultrahigh toughness cementitious composite beams wit...[J],ENGINEERING STRUCTURES,2012,39:176-186
胡晓威,张秀芳,徐世烺.采用立方体劈拉试件测定混凝土双K断裂参数[A],2012,98-109
Zhang, Xiufang,Xu, Shilang,Leung, Christopher K. Y..Influences of Tensile Longitudinal Reinforcement Ratio and Ductile Layer Thickness on Flexural ...[J],ADVANCES IN STRUCTURAL ENGINEERING,2012,15(2):319-330
张秀芳.采用立方体劈拉试件测定混凝土的断裂韧度[J],水利学报,2012,43(12):98-109
张秀芳.Flexural behavior of plain concrete beams strengthened with ultrahigh toughness cementitious comp...[J],Materials & Structures,2012,45(6):851-859
Wang Bing,Zhang Xiu-fang,Dai Jian-guo,Xu Shi-lang.Critical crack tip opening displacement of different strength concrete[J],JOURNAL OF CENTRAL SOUTH UNIVERSITY OF TECHNOLOGY,2011,18(5):1693-1699
Zhang, Xiufang,Xu, Shilang.A comparative study on five approaches to evaluate double-K fracture toughness parameters of co...[J],ENGINEERING FRACTURE MECHANICS,2011,78(10):2115-2138
侯利军,张秀芳,徐世良.试件厚度对超高韧性水泥基复合材料弯曲性能的影响[J],复合材料学报,2011,28(4):171-179
张秀芳.Rectangular stress-block parameters for bending design of reinforced UHTCC beams[A],2011,32-40
张秀芳.Ductility evaluation of UHTCC reinforced structural members[A],2011,229-234
张秀芳.拉伸应变硬化UHTCC材料的弯曲变形分析[J],工程力学,2011,28:9-16
张秀芳.权函数方法计算的混凝土双K断裂韧度[J],工程力学,2011,28:58-63
张秀芳.Critical crack tip opening displacement of different strength concrete: an experimental and analy...[J],Journal of Central South University of Technology,2011,18:1693-1699
张秀芳.A comparative study on five approaches for determining double-K fracture toughness parameters of ...[J],Engineering Fracture Mechanics,2011,78:2115-2138
徐世烺,张秀芳,卜丹.混凝土裂缝扩展过程中裂尖张开口位移(CTOD)与裂缝嘴张开口位移(CMOD)的变化关系分析[J],工程力学,2011,28(5):64-70
张秀芳.Preparation of Self-compacting cementitious composite[J],Journal of Wuhan University of Technology- Materials. Science. Edition.,2011,26:754-761
王冰,张秀芳,徐世烺.UHTCC与混凝土粘结抗折性能试验研究[J],水电能源科学,2010,12:74-76
Zhang, Xiufang,Xu, Shilang.Ductility evaluation of reinforced UHTCC structural members[A],2010,150-151:229-+
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