[1]高丹盈.钢纤维混凝土弯曲性能的研究[J].郑州大学学报(工学版),1992,13(01):18-23.
　Gao Danying,Research on the Becking Performance of Steel Fiber concrete[J].Journal of Zhengzhou University (Engineering Science),1992,13(01):18-23.
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钢纤维混凝土弯曲性能的研究()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
13卷
期数:
1992年01期
页码:
18-23
栏目:
出版日期:
1992-03-28

文章信息/Info

Title:
Research on the Becking Performance of Steel Fiber concrete
作者:
高丹盈;
郑州工学院水利系,
Author(s):
Gao Danying;
The Department of Water Conservancy, Zhengzhou Institute of Technology,
关键词:
中和轴高度; 初裂弯矩; 极限弯矩
Keywords:
Neutralize axis height;  "Early cracking bending moment;  limit bending moment
文献标志码:
A
摘要:
本文首先讨论了普通混凝土梁中和轴高度和塑性系数的计算问题,在此基础上根据对钢纤维混凝土梁弯曲性能的分析,提出了与普通混凝土相衔接的钢纤维混凝土梁中和轴高度、初裂弯矩以及极限弯矩的计算公式.
Abstract:
This article first discusses the calculation of ordinary concrete beams and axis height and plastic coefficient. Based on this, based on the analysis of the bending performance of steel fiber concrete beams, it proposes a formula for computing formulas of steel fiber concrete beams and shaft heights, rigid cracking moment, and extreme bending momentum.
更新日期/Last Update: 1900-01-01