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(Professor)
Name (Pinyin):
zhengshansuo
School/Department:
土木工程学院
Gender:
Male
Professional Title:
Professor
Status:
Employed
Discipline:
Structural Engineering
Engineering
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Email:
c620cf8104e7f706b78620231a598bffc875e105c954c02dfa376f84c9eeb0f211e96a02cd655927c7b5d333954f9c736a6935ec4aa1c47a510b1232f60d552ec549327ee059a37a0e73d11f1733ccc3d634b6508c2eba7ab48b244ff58586068f8437072463326ce4ca47448eeb16dc2b2920b497047cbb846f56dcc2651e00
Paper Publications
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基于Najar能量法的混凝土分形损伤本构模型研究
Release time:
2024-08-09
Hits:
Affiliation of Author(s):
土木工程学院
Journal:
功能材料
Key Words:
中文关键字:混凝土;分形应力;多重分形应变;Najar能 量损伤理论;分形损伤本构模型;分形损伤 演化方程,英文关键字:
Abstract:
混凝土损伤模型的研究,实质上是研究损伤 变量对混凝土材料本构关系的影响。在外界因素作用 下,材料的累积变形引起结构内部损伤的发展,最终将 产生宏观裂缝直至破坏。在混凝土损伤破坏过程中, “凹凸无序”的断裂面和“杂乱无章”的裂缝是对混凝土 宏观力学性能离散化、非线性、随机性的最直接的体现 和表征。基于断裂面和裂缝的分形特性,得到了分形 应力、分形应变的基本概念,使之能更为准确地描述混 凝土的宏观力学性能。通过Najar能量损伤理论,利 用分形应力与表观应力、多重分形应变与表观应变之 间的关系,推导得出了混凝土分形损伤本构模型,重新 定义了Weibull概率分布的混凝土损伤扩展规律,得 到了基于压缩变形分形特性的损伤演化方程。
Note:
郑山锁
Co-author:
秦卿,任梦宁
First Author:
yangwei,zhengshansuo
Indexed by:
Journal paper
Volume:
卷:21
Issue:
期:46
Page Number:
页:21001-21006
Translation or Not:
no
Date of Publication:
2015-12-01
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型钢与混凝土界面粘结软化行为研究
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冻融循环条件下砌体受压损伤本构模型
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