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超高性能混凝土(UHPC)力学性能研究进展

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基于最紧密堆积理论的超高性能混凝土(Ultra-High Performance Concrete,UHPC)的概念自20世纪70年代被提出以来,针对该混凝土的理论研究和工程应用都取得了突破性的进展。本文综述了近半个世纪,特别是近十年来超高性能混凝土力学性能的研究进展,包括:(1)准静态荷载作用下UHPC的力学性能;(2)冲击与爆炸荷载下UHPC的力学响应;(3)UHPC力学性能的耐久性。最后,对今后UHPC力学性能的研究给出了展望。
Advances in the mechanical properties of ultra-high performance concrete(UHPC)
Since the concept of ultra high performance concrete(UHPC)was proposed in 1979,based on the theory of"Densified System with ultra-fine Particles"(DSP),considerable progress has been made in theory and application.This paper summarizes the research progress on the mechanical properties of UHPC in the past half-century,particularly in the past decade,including(1)the mechanical properties of UHPC under quasistatic loads,(2)the mechanical response of UHPC under impact and explosive loads,and(3)the durability of UHPC mechanical properties.Finally,some important problems related to the mechanical properties of UHPC that need to be solved in the future are presented.

concreteultra-high performancetension strengthtension toughnessdynamic responseresistant to corrosion

陈建康

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宁波大学,宁大·宏日UHPC力学联合研究院,宁波 315211

混凝土 超高性能 拉伸强度 拉伸韧性 动态响应 抗腐蚀性能

国家自然科学基金

11832013

2024

中国科学(物理学 力学 天文学)
中国科学院

中国科学(物理学 力学 天文学)

CSTPCD北大核心
影响因子:0.644
ISSN:1674-7275
年,卷(期):2024.54(5)