钢纤维砼统一抗弯理论  

The Unified Flexure Theory of Steel Fibre Reinforced Concrete

作　　者：贡金鑫[1] 赵继章 

机构地区：[1]西安公路学院图书馆 [2]西安公路学院建工系

出　　处：《西安公路学院学报》1992年第4期18-26,共9页

摘　　要：本文首先分析了钢纤维砼梁的弯矩——曲率关系,解决了实验中观测到的钢纤维砼梁弯矩——挠度(或弯矩——曲率)曲线的三种形式。在此基础上,本文提出简化、统一的抗弯理论。In this paper, the relation of moment-curvature of steel fibre reinforced concrete boam is analysed first, then three forms of moment-defelection (or moment-curvature) curves of steel fibre reinforced concrete beams obtained form test is explained. Based on these a simpled and unified flexural theory is established.

关 键 词：弯矩 抗弯理论 钢纤维混凝土 

分 类 号：TU528.572[建筑科学—建筑技术科学]