期刊论文详细信息
| Gradevinar | |
| Numerical and analytical model for serviceability limit states of RC elements | |
| 关键词: creep and shrinkage; long-term deflections; moment-curvature; crack pattern; tension-stiffening; | |
| DOI : 10.14256/JCE.2050.2017 | |
| 学科分类：建筑学 | |
| 来源: Hrvatsko Drustvo Gradevinskih Inzenjera | |
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【 摘 要 】
A numerical and analytical model for prediction of serviceability limit states of flexural reinforced concrete members is outlined. The considered beam elements are investigated under short-term and long-term bending load. The numerical and analytical mod
【 授权许可】
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【 预 览 】
| Files | Size | Format | View |
|---|---|---|---|
| RO201909025892732ZK.pdf | 484KB |  download |
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