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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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Critical parameters for the penetration depth in cement-based materials subjected to small caliber non-deformable projectile impact

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Title of Paper:Critical parameters for the penetration depth in cement-based materials subjected to small caliber non-deformable projectile impact

Journal:International Journal of Impact Engineering

Key Words:Projectile impact; Penetration depth; Hardness; Elastic modulus; Concrete; UHPC

Summary:It has been recognized that the compressive strength alone cannot accurately describe the penetration depth in cement-based materials subjected to high-velocity non-deformable projectile impact. This paper provides an in-depth investigation with the aim to determine critical effective properties for the penetration depth in cement-based materials across a wide range of compositions and material properties against small caliber non-deformable projectile impact. Compressive strength, elastic modulus, effective hardness index, density, splitting tensile strength, and flexural toughness are considered in the investigation. Cement-based materials investigated include cement pastes, mortars, concretes, ultra-high performance concretes (UHPCs), and engineered cementitious composites (ECCs) with 28-day compressive strengths from 34.2 to 220.2 MPa and elastic moduli from 17.1 to 80.4 GPa. The penetration resistance was evaluated using 300 × 170 × 150 mm3 specimens subjected to the impact of conical-nosed projectiles with a diameter of 8.0 mm and a mass of about 7.8 g at velocities of about 400.0 m/s. Within the range of effective properties considered, the effective hardness index and elastic modulus have the most influence on the penetration depth, as these two parameters characterize the overall contributions of constituent components (e.g. aggregate and matrix). It is also found that UHPCs do not exhibit better impact resistance in terms of penetration depth, in comparison to high performance concretes (HPCs) with coarse aggregate.

First Author:Fengling Zhang

Correspondence Author:Leong Hien Poh

All the Authors:Min-Hong Zhang

Indexed by:Journal paper

Discipline:Engineering

First-Level Discipline:Civil Engineering

Document Type:J

Volume:137

Page Number:103471

Impact Factor:4.208

DOI Number:10.1016/j.ijimpeng.2019.103471

Translation or Not:No

Date of Publication:2020-03

Included Journals:SCI

Links to Published Journals:https://www.sciencedirect.com/science/article/abs/pii/S0734743X19307705

Release Time:2020-03-01

Attachments

Manuscript.pdf