Behavior and design of HSC members subjected to flexure

机译：HSC成员进行弯曲的行为和设计

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This paper presents an overview of the research on the flexural behavior of HSC members. The study has resulted in the identification of factors that affect the flexural behavior and design of reinforced concrete members made of HSC. The paper also identifies relevant design issues to extend the current concrete compressive strength limit of about 85 MPa in the Romanian code and EC2 design specification.

机译：本文概述了HSC成员弯曲行为的研究。该研究导致识别影响由HSC制成的钢筋混凝土构件的弯曲行为和设计的因素。本文还确定了相关的设计问题，以扩展罗马尼亚代码和EC2设计规范中约85 MPa的当前混凝土压缩强度限制。

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《International Conference on High Performance Structures and Materials》|2008年||共6页
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C. Magureanu; B. Heghes; D. Moldovan;
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原文格式 PDF
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中图分类 TB3-53;
关键词
Beam; Flexural members; High strength concrete;

机译：梁;弯曲成员;高强度混凝土;

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3. Flexure behavior of composite cantilevers subjected to different environmental conditions [J] . Esendemir Umran, Durak Ertugrul, Tunay Recai Fatih, Materialpruefung: Werkstoffe und Bauteile, Forschung Prufung Anwendung . 2015,第3期

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4. Behavior and design of HSC members subjected to flexure [C] . C. Magureanu, B. Heghes, D. Moldovan International Conference on High Performance Structures and Materials . 2008

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机译：钢筋混凝土水工结构的强度设计。报告2.用于钢筋混凝土水工结构构件设计和分析的设计辅助装置，用于组合弯曲和轴向载荷

Behavior and design of HSC members subjected to flexure

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