Mechanical Behavior Analysis of High Strength Concrete Beams in Architectural Design: Simplified Calculation Method of Flexural and Shear Bearing Capacity

被引:0
|
作者
Peng Y. [1 ]
Zhou S. [2 ]
机构
[1] School of Arts Design, Wuchang Institute of Technology, Hubei, Wuhan
[2] School of Art, Hubei University, Hubei, Wuhan
关键词
Architectural design; cracking moment; high-strength concrete; shear-bearing capacity; ultimate bearing capacity;
D O I
10.13052/ejcm2642-2085.3262
中图分类号
学科分类号
摘要
This study advances the use of high-strength concrete beams in structural engineering by analyzing their flexural behavior. Utilizing a combination of theoretical and empirical methods, the research develops equations for calculating the cracking moment and ultimate load capacity of these beams. Key findings include a shear-bearing capacity calculation model, validated by experimental data, with discrepancies in cracking moment and ultimate load-bearing capacity formulas being only 6.16% and 1.53% respectively. These results offer significant insights for the design and analysis of high-strength concrete beams in architectural engineering, demonstrating high accuracy and stability. © 2024 River Publishers.
引用
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页码:543 / 566
页数:23
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