职称：副研究员

邮箱：huangxieping@zju.edu.cn

个人网站：https://www.researchgate.net/profile/Xieping-Huang

https://scholar.google.com/citations?user=_A7PK3kAAAAJ&hl=zh-CN&oi=sra

研究领域

研究方向：

（1）结构抗爆防护

（2）无网格数值方法和计算程序

（3）冲击爆炸荷载下材料本构模型

教育背景

2014.09-2018.06 清华大学水利水电工程系 水利水电工程专业 本科

2018.09-2023.06 浙江大学建筑工程学院 岩土工程专业 博士（导师陈祖煜院士、方秦教授）

工作经历

2023.07-2025.06 浙江大学建筑工程学院 博士后（合作导师陈云敏院士、朱斌教授）

2025.09-至今 副研究员

代表性科研项目

1. 国家自然科学青年基金项目, 地下爆炸冲击效应对竖井结构损伤破坏机理及工程防护研究, 2025.01~2027.12, 主持

2. 中国博士后科学基金第17批特别资助项目, 计及应变率效应影响结构爆炸响应的相似理论问题研究, 2023.07~2025.06, 主持

3. 中国博士后科学基金国家资助博士后研究人员计划项目, 大尺度水下爆炸气泡动力学行为和规律及毁伤混凝土坝机理研究, 2023.07~2025.06, 主持

4. 中国博士后科学基金第75批面上资助, 大当量地下爆炸对竖井结构毁伤机理与整体稳定性分析, 2023.07~2025.06, 主持

5. 国家自然科学基金重点项目, 水下爆炸对坝体的损伤机理和离心模型模拟技术研究, 2014.01~2018.12, 参与

6. 国家自然科学基金面上项目, 混凝土坝水下爆炸损毁原型监测和理论验证, 2019.01~2022.12, 参与

学术兼职

International Journal of Impact Engineering, Thin-Walled Structures, Journal of Rock Mechanics and Geotechnical Engineering, Ocean Engineering, Denfence Technology, Physics of Fluids, Structures等10余个国际期刊审稿人

奖励与荣誉

1. 第四届土木工程计算与仿真技术学术会议，优秀青年报告奖（2025）

2. 第三届“基石”国防基础理科高地论坛，邀请报告（2024）

3. 浙江省优秀毕业生、浙江大学优秀毕业生（2023）

4. 浙江大学争创优秀博士学位论文资助（2022）

5. 博士研究生国家奖学金（2020、2022）

代表性学术成果

以第一、通讯作者在冲击爆炸领域主流期刊International Journal of Impact Engineering、Tunnelling and Underground Space Technology、Engineering Geology、Engineering Structures、Computers and Geotechnics、土木工程学报等发表学术论文25篇。3篇论文入选为Featured Article, Cover Article和Editor’s Pick。

（一）无网格数值方法

1. Huang XP, Yue YS, Zhu B, Chen YM, Lu Qiang, Zhang Dezhi, Kong Xiangzhen, Fang Qin. Effects of underground explosions on soil and structures based on PD–SPH modeling. Engineering Geology, 2025, 356: 108296.

2. Huang XP, Zhu B, Chen YM. A rate-dependent peridynamic–SPH coupling model for damage and failure analysis of concrete dam structures subjected to underwater explosions. International Journal of Impact Engineering, 2025, 200: 105270.

3. Huang XP, Zhu B, Chen YM. A coupled and parallel peridynamics–SPH modeling and simulation of buried explosion induced soil fragmentation and cratering. Computers and Geotechnics, 2025, 178, 106942.

4. Huang XP, Zhu B, Chen YM. A coupled peridynamics-smoothed particle hydrodynamics model for fluid-structure interaction with large deformation. Physics of Fluids, 2024, 36(11): 113171.

5. Huang XP, Kong XZ, Chen ZY, Fang Q. Peridynamics modelling of dynamic tensile failure in concrete. International Journal of Impact Engineering, 2021, 155: 103918.

（二）尺度效应和相似理论

1. Huang XP, Zhu B, Chen YM. Rate-dependent similarity theory for scaling the dynamic tensile responses and failure of underground concrete silos under soil explosions. Tunnelling and Underground Space Technology, 2025, 155: 106131.

2. Yue YS, Huang XP*, Zhu B, Chen YM. Dimensional analysis-based similarity theory for scaling the tensile failure of underground concrete silo under soil explosion: Non-scalability of material strain-rate effect. Engineering Structures, 2025, 343: 121217.

3. Huang XP, Kong XZ, Hu J, Fang Q. Scaling the failure of concrete gravity dam subjected to underwater explosion—Part II: Correction method to consider the strain-rate effect. Ocean Engineering, 2023, 281: 114728.

4. Huang XP, Kong XZ, Hu J, Fang Q. Scaling the failure of concrete gravity dam subjected to underwater explosion—Part I: Suggestion of a dimensionless number. Ocean Engineering, 2023, 277: 114316.

5. Huang XP, Kong XZ, Hu J, Fang Q. Scaling the failure of concrete gravity dam subjected to underwater explosion shock loading. Ocean Engineering, 2022, 261: 112176.

（三）结构抗爆防护

1. Huang XP, Yue YS, Zhu B, Chen YM. Suggestion of a dimensionless number for dynamic tensile responses and failure of underground concrete silos subjected to soil explosions. Tunnelling and Underground Space Technology, 2025, 158: 106433.

2. Huang XP, Yue YS, Zhu B, Chen YM. Failure analysis of underground concrete silo under near-field soil explosion. Tunnelling and Underground Space Technology, 2024, 147: 105696.

3. Huang XP, Kong XZ, Hu J, Fang Q. Failure modes of concrete gravity dam subjected to near-field underwater explosion: Centrifuge test and numerical simulation. Engineering Failure Analysis, 2022, 137: 106243.

4. Huang XP, Hu J, Zhang XD, Zhang ZT. Effect of bubble pulse on concrete gravity dam subjected to underwater explosion: Centrifuge test and numerical simulation. Ocean Engineering, 2022, 243: 110291.

5. 黄谢平, 孔祥振, 陈祖煜, 方秦. 近水面、库中、库底水下爆炸荷载作用下混凝土重力坝的破坏模式对比. 土木工程学报, 2023, 56(03): 116-128.

（四）材料本构模型

1. Huang XP, Kong XZ, Chen ZY, Fang Q. A plastic-damage model for rock-like materials focused on damage mechanisms under high pressure. Computers and Geotechnics, 2021, 137: 104263.

2. Huang XP, Kong XZ, Chen ZY, Fang Q. A computational constitutive model for rock in hydrocode. International Journal of Impact Engineering, 2020, 145: 103687.

3. Huang XP, Kong XZ, Chen ZY, Fang Q, Peng Y. Equation of state for saturated concrete: a mesoscopic study. International Journal of Impact Engineering, 2020, 144: 103669.

4. Huang XP, Kong XZ, Hu J, Zhang XD, Zhang ZT, Fang Q. The influence of free water content on ballistic performances of concrete targets. International Journal of Impact Engineering, 2020, 139: 103530.

5. 黄谢平, 孔祥振, 陈祖煜, 方秦. 冲击爆炸荷载作用下混凝土材料两类弹塑性损伤本构模型的对比分析. 土木工程学报, 2022, 55(08): 35-45.