张立峰｜北方工业大学｜学者主页

2026

Mixed-mode interfacial fracture behavior of ultra-thin overlay system with high-strength ECC: Kinking-and-trapping mechanism

Zhi-Liang Zhang, Lifeng Zhang, R. Ma, Ze-Ming Yang, Ling-Yu Xu, Dan-Dan Shi, Ji-Xiang Zhu, Bo-Tao Huang

Construction and Building Materials

DOI

2026

Groove-induced interfacial behavior of RC beams with FRP‑reinforced ultra-high-strength ECC permanent formwork: Numerical validation and parametric study

Lifeng Zhang, Ze-Ming Yang, Qing-Ming Wang, Chang Zhou, Ji-Xiang Zhu, Ye Tian, Bo-Tao Huang

Case Studies in Construction Materials

DOI

2026

FRP-reinforced Ultra-High-Strength Engineered Cementitious Composites (UHS-ECC) permanent formwork with post-cast joint for reinforced concrete members

Lifeng Zhang, Zhi-Liang Zhang, K. Yan, Ye Tian, X. Ji, Ji-Xiang Zhu, Bo-Tao Huang

Case Studies in Construction Materials

DOI

2025

Experimental and numerical study on interfacial shear behaviors of novel shear connections with epoxy mortar layer between steel and concrete

Haibo Jiang, Shengze Wu, Chengan Zhou, Lifeng Zhang, Peisen Li, Xingjun Gao, Zhen-Kang Chen, Quan Shi, Jia-Xin Hu

Structures

DOI

2025

Shear strengthening of reinforced concrete (RC) beams using UHPC jacketing: Experimental analyses and calculation models

Haibo Jiang, Jianrui Li, Yi-Yun Gao, Lifeng Zhang, Haozhen Fang, Zhen-Kang Chen, Quan Shi

Journal of Building Engineering

DOI

2025

Design and Construction of a Novel Steel–UHPC Truss Pedestrian Bridge in Guangdong Province, People’s Republic of China

Shu-Feng Zhang, Zhipeng Cao, Lifeng Zhang, Zhaofeng Li, Haibo Jiang, Jia-Xin Hu

Structural Engineering International

DOI

2025

Interfacial Shear Behavior of Novel Connections Between Concrete Bridge Piers and Anti-Overturning Steel Supporting Joists

Gongyong Mei, Chengan Zhou, Shengze Wu, Lifeng Zhang, Jie Xiao, Peisen Li, Zhen-Kang Chen, Quan Shi, Jia-Xin Hu, Haibo Jiang

Buildings

DOI

2024

Shear performance of 25 m full-scale prestressed UHPC-NC composite I-beam without stirrups

Wenjie Tu, Quan Cheng, Lifeng Zhang, Pingjie Li, Haibo Jiang, Yueqiang Tian, Junfa Fang

Case Studies in Construction Materials

DOI

2024

The direct shear behavior of the ultra-high performance concrete-filled socket connections between the bridge piers and footings

Haibo Jiang, Lifeng Zhang, Bowen Deng, Xingjun Gao, Siyuan Xie, Z. Sha, Mingzhu Chen

Structures

DOI

2024

Shear Behavior of Non-Stirrup Ultra-High-Performance Concrete Beams: Contribution of Steel Fibers and UHPC

Bowen Deng, Lifeng Zhang, Shengze Wu, Hai-Bo Jiang, Yueqiang Tian, Junfa Fang, Chengan Zhou

Buildings

DOI

2024

Experimental Investigation on Shear Behavior of Non-Stirrup UHPC Beams under Larger Shear Span–Depth Ratios

Lifeng Zhang, Bowen Deng, Beini He, Hai-Bo Jiang, Jie Xiao, Yueqiang Tian, Junfa Fang

Buildings

DOI

张立峰

精选作品

期刊论文

Mixed-mode interfacial fracture behavior of ultra-thin overlay system with high-strength ECC: Kinking-and-trapping mechanism

Groove-induced interfacial behavior of RC beams with FRP‑reinforced ultra-high-strength ECC permanent formwork: Numerical validation and parametric study

FRP-reinforced Ultra-High-Strength Engineered Cementitious Composites (UHS-ECC) permanent formwork with post-cast joint for reinforced concrete members

Experimental and numerical study on interfacial shear behaviors of novel shear connections with epoxy mortar layer between steel and concrete

Shear strengthening of reinforced concrete (RC) beams using UHPC jacketing: Experimental analyses and calculation models

Design and Construction of a Novel Steel–UHPC Truss Pedestrian Bridge in Guangdong Province, People’s Republic of China

Interfacial Shear Behavior of Novel Connections Between Concrete Bridge Piers and Anti-Overturning Steel Supporting Joists

Shear performance of 25 m full-scale prestressed UHPC-NC composite I-beam without stirrups

The direct shear behavior of the ultra-high performance concrete-filled socket connections between the bridge piers and footings

Shear Behavior of Non-Stirrup Ultra-High-Performance Concrete Beams: Contribution of Steel Fibers and UHPC

Experimental Investigation on Shear Behavior of Non-Stirrup UHPC Beams under Larger Shear Span–Depth Ratios