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中文
Fengling ZHANG

Professor
Supervisor of Doctorate Candidates
Supervisor of Master's Candidates


Gender:Male
Alma Mater:National University of Singapore
Degree:Doctoral Degree in Philosophy
School/Department:School of Civil Engineering
College: School of Civil Engineering
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Current position: Home >> Scientific Research >> Paper Publications
Ultra-high performance concrete subjected to high-velocity projectile impact: implementation of K&C model with consideration of failure surfaces and dynamic increase factors

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Title of Paper:Ultra-high performance concrete subjected to high-velocity projectile impact: implementation of K&C model with consideration of failure surfaces and dynamic increase factors

Journal:International Journal of Impact Engineering

Key Words:Ultra-high performance concrete (UHPC); K&C material model; Constitutive model; Failure surfaces; Dynamic increase factor (DIF); High-velocity projectile impact

Summary:The K&C material model is widely used to numerically predict the responses of concrete structures against impact or blast loadings. In the literature, most of the K&C parameters are calibrated for normal strength concretes (NSCs), and are thus not directly applicable for ultra-high performance concretes (UHPCs). Moreover, many existing work on UHPCs involve ad-hoc calibrations of the K&C parameters, which may not be applicable for situations beyond the calibration conditions. In this study focusing on UHPCs, a systematic calibration of the K&C failure surfaces and dynamic increase factors (DIFs) is carried out based on available experimental data in the literature. General guidelines on the determination of other model parameters are also provided. Following this systematic determination of material parameters, the predictive capability of the K&C model is demonstrated by considering several sets of experimental data on high-velocity projectile impact (HVPI) against UHPCs, across a wide range of UHPC material properties and mix designs, specimen and / or projectile geometrical details, and loading conditions. Good numerical predictions in terms of penetration depth and crater size are obtained, which suggests that the proposed implementation procedure can be adopted with reasonable confidence, especially during preliminary studies where the relevant experimental data are limited / not available.

First Author:Fengling Zhang

Correspondence Author:Leong Hien Poh

All the Authors:Amit Subhash Shedbale,Rui Zhong,Min-Hong Zhang

Indexed by:Journal paper

Discipline:Engineering

First-Level Discipline:Civil Engineering

Document Type:J

Volume:155

Page Number:103907

Impact Factor:4.208

DOI Number:10.1016/j.ijimpeng.2021.103907

Translation or Not:No

Date of Publication:2021-09

Included Journals:SCI

Links to Published Journals:https://www.sciencedirect.com/science/article/abs/pii/S0734743X21000944

Release Time:2021-09-01

Attachments

Manuscript.pdf