康仲录

(广东福银预应力新技术发展有限公司，佛山528000)

 

[摘要] 在混凝土及混凝土加固构件抗弯承载能力计算中，通过设置权参数K_o、梁计算宽度6_x、等效弯矩M_eq，给出了配置单筋、双筋的矩形和T形截面的受压区高度x的统一计算公式。本文提出的方法便于手算，更适合机算。

[关键词] 受弯承载能力；统一方法

中图分类号：TU375    文献标识码：A  文章编号：1002-848X(2012) S2-0439-04

 

Kang Zhonglu

( Guangdong Fuyin Prestressed Technology Co., Ltd., Foshan 528000, China)

 

Abstract: A unified formula for calculation of flexural capacity of concrete members and strengthened concrete members is trying to be provided. On the basis of defined weight parameter K_o,calculative width of a beam b_x and equivalent bending moment M_eq, the formula can be used to calculate the compression depth of both rectangular section and T-section with tension reinforcement only or tension and compression reinforcement.  It's convenient for manual calculation and more suitable for mechanized calculation.

Keywords: flexural capacity; unified calculation method