職稱：副研究員

郵箱：huangxieping@zju.edu.cn

個人網(wǎng)站：https://www.researchgate.net/profile/Xieping-Huang

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

研究領(lǐng)域

研究方向：

（1）結(jié)構(gòu)抗爆防護(hù)

（2）無網(wǎng)格數(shù)值方法和計(jì)算程序

（3）沖擊爆炸荷載下材料本構(gòu)模型

教育背景

2014.09-2018.06 清華大學(xué)水利水電工程系 水利水電工程專業(yè) 本科

2018.09-2023.06 浙江大學(xué)建筑工程學(xué)院 巖土工程專業(yè) 博士（導(dǎo)師陳祖煜院士、方秦教授）

工作經(jīng)歷

2023.07-2025.06 浙江大學(xué)建筑工程學(xué)院 博士后（合作導(dǎo)師陳云敏院士、朱斌教授）

2025.09-至今 武漢大學(xué)水利水電學(xué)院 副研究員

代表性科研項(xiàng)目

1. 國家自然科學(xué)青年基金項(xiàng)目, 地下爆炸沖擊效應(yīng)對豎井結(jié)構(gòu)損傷破壞機(jī)理及工程防護(hù)研究, 2025.01~2027.12, 主持

2. 中國博士后科學(xué)基金第17批特別資助項(xiàng)目, 計(jì)及應(yīng)變率效應(yīng)影響結(jié)構(gòu)爆炸響應(yīng)的相似理論問題研究, 2023.07~2025.06, 主持

3. 中國博士后科學(xué)基金國家資助博士后研究人員計(jì)劃項(xiàng)目, 大尺度水下爆炸氣泡動力學(xué)行為和規(guī)律及毀傷混凝土壩機(jī)理研究, 2023.07~2025.06, 主持

4. 中國博士后科學(xué)基金第75批面上資助, 大當(dāng)量地下爆炸對豎井結(jié)構(gòu)毀傷機(jī)理與整體穩(wěn)定性分析, 2023.07~2025.06, 主持

5. 國家自然科學(xué)基金重點(diǎn)項(xiàng)目, 水下爆炸對壩體的損傷機(jī)理和離心模型模擬技術(shù)研究, 2014.01~2018.12, 參與

6. 國家自然科學(xué)基金面上項(xiàng)目, 混凝土壩水下爆炸損毀原型監(jiān)測和理論驗(yàn)證, 2019.01~2022.12, 參與

學(xué)術(shù)兼職

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余個國際期刊審稿人

獎勵與榮譽(yù)

1. 第四屆土木工程計(jì)算與仿真技術(shù)學(xué)術(shù)會議，優(yōu)秀青年報告獎（2025）

2. 第三屆“基石”國防基礎(chǔ)理科高地論壇，邀請報告（2024）

3. 浙江省優(yōu)秀畢業(yè)生、浙江大學(xué)優(yōu)秀畢業(yè)生（2023）

4. 浙江大學(xué)爭創(chuàng)優(yōu)秀博士學(xué)位論文資助（2022）

5. 博士研究生國家獎學(xué)金（2020、2022）

代表性學(xué)術(shù)成果

以第一、通訊作者在沖擊爆炸領(lǐng)域主流期刊International Journal of Impact Engineering、Tunnelling and Underground Space Technology、Engineering Geology、Engineering Structures、Computers and Geotechnics、土木工程學(xué)報等發(fā)表學(xué)術(shù)論文25篇。3篇論文入選為Featured Article, Cover Article和Editor’s Pick。

（一）無網(wǎng)格數(shù)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）尺度效應(yīng)和相似理論

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）結(jié)構(gòu)抗爆防護(hù)

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. 黃謝平, 孔祥振, 陳祖煜, 方秦. 近水面、庫中、庫底水下爆炸荷載作用下混凝土重力壩的破壞模式對比. 土木工程學(xué)報, 2023, 56(03): 116-128.

（四）材料本構(gòu)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. 黃謝平, 孔祥振, 陳祖煜, 方秦. 沖擊爆炸荷載作用下混凝土材料兩類彈塑性損傷本構(gòu)模型的對比分析. 土木工程學(xué)報, 2022, 55(08): 35-45.