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非破损检测结构混凝土推定强度的可靠性分析
引用本文:柳红霞,黄政宇. 非破损检测结构混凝土推定强度的可靠性分析[J]. 长沙大学学报, 2006, 20(5): 18-21
作者姓名:柳红霞  黄政宇
作者单位:1. 湖南大学土木工程学院,湖南,长沙,410082;长沙学院土木工程系,湖南,长沙,410003
2. 湖南大学土木工程学院,湖南,长沙,410082
摘    要:现行常用的非破损检测结构混凝土抗压强度技术规程中只给出了结构混凝土推定强度的计算方法,其计算结果的可信程度并不能确定.运用概率论知识,引入置信区间的概念,利用非中心t分布建立数学模型,对规程中推定强度进行概率分析,计算其置信度,以供工程实践参考.

关 键 词:混凝土推定强度  置信区间  数学模型  非中心t分布
文章编号:1008-4681(2006)09-0018-04
收稿时间:2006-09-04
修稿时间:2006-09-04

Reliability Analysis on Calculation Strength of Concrete With Non-Destructive Test
LIU Hongxia,HUANG Zhengyu. Reliability Analysis on Calculation Strength of Concrete With Non-Destructive Test[J]. Journal of Changsha University, 2006, 20(5): 18-21
Authors:LIU Hongxia  HUANG Zhengyu
Affiliation:1. College of Civil Engineering, Hunan Univensity, Hunan 410082; 2. Department of Civil Engineering, Changsha University, Hunan 410003, China
Abstract:It only provides us with the calculation method of calculation strength of concrete in the present technical specifications for inspection of concrete compressive strength by non-destructive test.The reliability of calculation strength is rarely mentioned in these technical specifications.It introduces confidence interval,and applies noncentral t-distribution.A mathematical model of reliability analysis on calculation strength of concrete is set up by means of the theory of probability in this paper.It calculates the confidence coefficiencet of interval,and provides reference for engineering practice.
Keywords:calculation strength of concrete  confidence interval  mathematical model  Noncentral t-distribution  
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