首页|GFRP筋混凝土圆截面受弯承载力计算方法

GFRP筋混凝土圆截面受弯承载力计算方法

扫码查看
GFRP筋混凝土桩越来越多的应用于地铁车站端头井等需要后期截桩的基坑工程中,但目前其截面受弯承载力计算方法却并不完善.本文从截面受力平衡分析出发,并考虑了圆形截面特性、混凝土和GFRP筋的材料特性,推导了GFRP筋混凝土圆截面受弯承裁力计算公式,能够解决GFRP筋混凝土桩的受弯承载力计算问题.通过理论分析和实例计算可知,本文推导的计算公式与现有方法相比,力学意义更加明确,能够考虑GFRP筋的弹性模量及应力状态对截面受弯承载力的影响.
Calculation of the Flexural Capacity of GFRP-reinforced Concrete with Circular Section
The GFRP-reinforced concrete pile is applied more and more in foundation pit such as subway station working well,which needs cutting the pile afterwards,but the calculation of its bending capacity is not perfect now.Based on the equilibrium condition of forces,considering the characters of circular cross section,concrete and GFRP bars,this article deduced a calculation formula for bending capacity of GFRP-reinforced concrete with circle cross section.Theoretical analysis and practical calculation show that compared with existed methods,the formula given in this paper has clear mechanical meaning and considered the influence of elastic modulus and stress state of the GFRP reinforcing bars on the bending capacity

GFRP barscircular sectionflexural capacitymethod of calculation

张金柱、庞振勇、沈洪

展开 >

北京城建设计研究总院有限责任公司,北京100037

GFRP筋 圆截面 受弯承载力 计算方法

2013

地下空间与工程学报
中国岩石力学与工程学会,重庆大学

地下空间与工程学报

CSTPCDCSCD北大核心
影响因子:0.886
ISSN:1673-0836
年,卷(期):2013.9(6)
  • 1
  • 8