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Behavior of High Strength Concrete Composites Influenced by Interfacial Fracture Properties

Behavior of High Strength Concrete Composites Influenced by Interfacial Fracture Properties
界面断裂性能影响高强混凝土复合材料的行为
批准号:
9313062
负责人:
Oral Buyukozturk
金额:
$0.0万
依托单位国家:
美国
项目类别:
Continuing grant
财政年份:
1994
资助国家:
美国
项目状态:
已结题
起止时间:
1994-01-15 至 1997-06-30

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中文摘要
翻译
小行星9313062 本计画将探讨砂浆-集料界面对高强度混凝土复合材料力学行为之影响。 该项目的总目标是通过研究高强度混凝土作为由高强度砂浆和骨料系统组成的复合材料,建立控制高强度混凝土强度、刚度和延展性的基本标准。 重点将放在界面韧性对复合材料行为的作用上。 基于断裂力学的实验室试验和数值研究将在混凝土模型与高强度砂浆基体和骨料进行 夹杂物 具有 不同 材料 具有受控界面断裂特征的性能组合。 所需的界面断裂韧性数据的各种砂浆/骨料系统将评估的基础上,通过以前的研究开发的方法。 界面强度的变化,实现使用控制量的硅灰,将在参数研究的属性。 该研究将为研究砂浆-骨料界面对高强混凝土性能的影响提供基础知识,并对高强混凝土的生产和使用产生直接影响。 ***
英文摘要
9313062 Buyukozturk This project will investigate the role of mortar-aggregate interfaces on the mechanical behavior of high strength concrete composites. the general objective of the project is to establish the fundamental criteria governing the strength, stiffness and ductility of high strength concrete through studies of the material as a composite consisting of a high strength mortar and aggregate system. the emphasis will be on the role of interface toughness on the composite material behavior. Fracture mechanics based laboratory experiments and numerical studies will be performed on concrete models with high strength mortar matrix and aggregate inclusions having different material property combinations with controlled interface fracture characteristics. The required interface fracture toughness data for various mortar/aggregate systems will be assessed based on the approach developed through previous research. The variation of interface strength, achieved using controlled amounts of silica fume, will be implemented in the parametric studies for the properties. The research is expected to provide a fundamental knowledge of the effects of mortar-aggregate interfaces on high strength concrete behavior and to have a direct impact on its production and use in an efficient, economical, and sate manner. ***
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会议论文
A Robust Methodology for the Standoff Condition Assessment of FRP-Retrofitted Concrete Systems
Debonding in Bi-layer Material Systems under Moisture Effects : A Multi-scale Fracture Approach
Travel Support for the U.S. Participants to Attend the International Workshop on Prevention of Total Collapse of Existing Structures; held at the Istanbul Technical University
Moisture Affected Debonding in FRP Retrofitted Concrete Systems - An Interface Fracture Approach
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