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钢纤维混凝土动态劈拉行为细观数值分析OA

Mesoscopic Numerical Analysis of Dynamic Splitting Tensile Behavior of Steel Fiber Reinforced Concrete

中文摘要英文摘要

为揭示钢纤维混凝土(SFRC)的动态劈裂力学性能及破坏特征,基于MATLAB编程与 LS-DYNA 软件联合仿真的方法,建立了包含多面体骨料、砂浆基体、界面过渡区(ITZ)及钢纤维的SFRC细观模型.该模型考虑钢纤维的黏结应力-滑移行为,进一步开展了不同冲击速率下分离式霍普金森压杆(SHPB)动态劈裂过程的数值模拟.结果表明:构建的细观模型可有效模拟 SFRC 的动态劈裂性能与破坏特征,验证了模型适用性及材料参数准确性.随着冲击速度的提高,试件加载端楔形破坏区面积呈增大趋势,同时试件中心主裂纹宽度显著增加.钢纤维通过桥联作用抑制裂纹扩展,减缓损伤演化,显著提升混凝土抗劈裂韧性.骨料、砂浆基体及 ITZ 的内能时程曲线先升后降,且砂浆峰值内能最高、ITZ 次之、骨料最小;试件吸收的冲击能量多用于裂纹萌生与扩展,动能占比约 5%.SFRC 试件中骨料、砂浆基体及 ITZ 的峰值内能与动能均低于 PC 试件,钢纤维改变了混凝土能量吸收与耗散模式,将部分破坏能转化为纤维拔出能.研究表明,界面过渡区是动态荷载下裂纹萌生与扩展的薄弱环节,纤维分布的均匀性显著影响其增强效果,工程中需注意优化纤维分散工艺.

In order to reveal the dynamic splitting mechanical properties and failure characteristics of steel fiber reinforced concrete(SFRC),a mesoscopic model of SFRC including polyhedral aggregate,mortar matrix,interfacial transition zone(ITZ)and steel fiber was established based on the joint simulation method of MATLAB programming and LS-DYNA software.Considering the bond stress-slip behavior of steel fibers,the numerical simulation of the dynamic splitting process of split Hopkinson pressure bar(SHPB)under different impact velocities was further performed.The results show that the mesoscopic model constructed in this paper can effectively simulate the dynamic splitting performance and failure characteristics of SFRC,and the applicability of the model and the accuracy of material parameters are verified.As the impact velocity increases,the area of the wedge-shaped failure zone at the loading end of the specimen increases,and the width of the main crack at the center of the specimen increases significantly.Steel fiber inhibits crack propagation through bridging effect,slows down damage evolution,and significantly improves the splitting toughness of concrete.The internal energy time history curves of aggregate,mortar matrix and ITZ increase first and then decrease,and the peak internal energy of mortar is the highest,followed by ITZ and aggregate.The impact energy absorbed by the specimen is mostly used for crack initiation and propagation,and the kinetic energy accounts for about 5%.The peak internal energy and kinetic energy of aggregate,mortar matrix and ITZ in SFRC specimens are lower than those in PC specimens.Steel fiber changes the energy absorption and dissipation mode of concrete,and converts part of the failure energy into fiber pull-out energy.The results demonstrate that the interfacial transition zone is the weakest link for crack initiation and propagation under dynamic loading,and the uniformity of fiber distribution significantly influences its reinforcing effect,for which the optimization of fiber dispersion processes should be emphasized in engineering practice.

赵晨曦;于洋;孟根散斯尔;蔡怀德;杨咏麟;董志博

中交路桥北方工程有限公司,北京 100024中交路桥北方工程有限公司,北京 100024中交路桥北方工程有限公司,北京 100024中交路桥北方工程有限公司,北京 100024辽宁工业大学土木建筑工程学院,辽宁 锦州 121001辽宁工业大学土木建筑工程学院,辽宁 锦州 121001

建筑与水利

钢纤维混凝土细观模型动态劈裂破坏特征能量吸收

steel fiber reinforced concretemesoscopic modeldynamic splittingfailure characteristicsenergy absorption

《中国农村水利水电》 2026 (8)

1-7,19,8

辽宁省教育厅高等学校基本科研项目(LJ212510154003)辽宁省属本科高等学校基本科研业务费专项资金(LJZZ222410154008).

10.12396/znsd.2501097

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