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个人信息Personal Information
讲师
教师拼音名称：Huang Dongming
电子邮箱：
所在单位：土木工程学院
办公地点：桂林市七星区建干路12号4318室
性别：男
联系方式：hdm1997@glut.edu.cn
学位：博士
在职信息：在岗
毕业院校：武汉大学
- Dongming Huang,Dong Zhao,Zhenzhen Liu,Yiyan Lu.Eccentric compressive performance of H-shaped steel-reinforced geopolymer recycled aggregate concrete-filled GFRP tube columns.[J]:Engineering Structures,2025,336:120482
- Dongming Huang,Xinyu Chen,Zhenzhen Liu,Yiyan Lu.Axial compressive behaviors of H-shaped steel-reinforced geopolymer recycled aggregate concrete-filled GFRP tube columns.[J]:Construction and Building Materials,2025,467:140415
- Dongming Huang,Xinyu Chen,Zhenzhen Liu,Yiyan Lu.Microwire steel fiber-reinforced geopolymer recycled aggregate concrete under uniaxial compression and tension: Mechanical properties and constitutive models.[J]:Construction and Building Materials,2025,459:139772
- Dongming Huang,Zhenzhen Liu,Yiyan Lu,Wentao Ma.Experimental and numerical investigation of bias performance of steel fiber-reinforced GRC-CFFT columns.[J]:Engineering Structures,2024,319:118897
- Donming Huang,Chenlong Lin,Zhenzhen Liu,Yiyan Lu.Compressive behaviors of steel fiber‐reinforced geopolymer recycled aggregate concrete‐filled GFRP tube columns.[J]:Structures,2024,66:106829
- Dongming Huang,Chenlong Lin,Yiyan Lu.Effects and mechanisms of component ratio and cross-scale fibers on drying shrinkage of geopolymer mortar.[J]:Construction and Building Materials,2024,411:134299
- Dongming Huang,Zhenzhen Liu,Yiyan Lu,Wentao Ma.Steel fiber-reinforced recycled aggregate concrete-filled GFRP tube columns: Axial compression performance.[J]:Construction and Building Materials,2023,403:133143
- 黄东明,刘真真,宗帅.PVA纤维地聚合物再生混凝土轴拉性能研究.[J]:内蒙古工业大学学报（自然科学版）,2023,42(3):265-272
- Dongming Huang,Zhenzhen Liu,Peng Liu,Yiyan Lu.Research on eccentric compressive behavior of steel fiber reinforced recycled concrete-filled GFRP tube columns.[J]:Composite Structures,2022,301:116179
- Dongming Huang,Zhenzhen Liu,Bo Yan.Behavior of steel‐fiber‐reinforced concrete‐filled square steel tube stub columns under eccentric compression.[J]:Structural Design of Tall and Special Buildings,2022,31(5):e1917
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