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

IF 1.5 Q3 MECHANICS
Yu Peng, Shuang Zhou
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引用次数: 0

Abstract

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.
建筑设计中高强度混凝土梁的力学行为分析:挠曲和剪切承载力的简化计算方法
本研究通过分析高强度混凝土梁的抗弯行为,推动了其在结构工程中的应用。研究结合理论和经验方法,建立了这些梁的开裂力矩和极限承载力计算公式。主要研究成果包括通过实验数据验证的剪切承载力计算模型,开裂力矩和极限承载力计算公式的差异分别仅为 6.16% 和 1.53%。这些结果为建筑工程中高强度混凝土梁的设计和分析提供了重要启示,显示了高精度和高稳定性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
1.70
自引率
8.30%
发文量
0
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