摘要
简要介绍了无粘预应力混凝土结构的特点 ,在无粘结预应力混凝土结构正截面抗折强度计算时 ,推荐应用等效塑性区方法计算极限应力 ,为应用无粘结预应力混凝土技术提供了一个理论研究方向。
Text show the equivalent of non felt prestressed concrete,when calculate anti-flexural strength in normal section of non felt prestressed concrete structure,it is nominate use equivalent plastic zone method.It take a theoretics study direction for apply non felt prestressed concrete technology.
出处
《黑龙江交通科技》
2002年第5期58-59,61,共3页
Communications Science and Technology Heilongjiang
关键词
无粘结预应力混凝土结构
正截面抗弯强度
极限应力
等效塑性区方法
non felt prestressed concrete structure
anti flexural strength in normal section
limiting stress
equivalent plastic one method