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Step-wise numerical procedure for the time-dependent modelling of concrete beams taking into account creep and creep recovery

机译：考虑蠕变和蠕变恢复的混凝土梁时间相关建模的逐步数值程序

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Criel Pieterjan; Caspeele Robby; Matthys Stijn; Taerwe Luc;
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年度 2015
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1. Creep model of concrete with recycled coarse and fine aggregates that accounts for creep development trend difference between recycled and natural aggregate concrete [J] . Geng Yue, Zhao Muzi, Yang Hua, Cement & concrete composites . 2019,第期

机译：蠕变模型的循环粗细胞和精细聚集体，占蠕变开发趋势差异之间回收和自然骨料混凝土的差异
2. MODELING OF STRESS-STRAIN STATE OF THICK CONCRETE SLABS TAKING THE CREEP OF CONCRETE INTO ACCOUNT [J] . Batyr M. Yazyev, Anton S. Chepurnenko, Anzhelika V. Saibel International Journal for Computational Civil and Structural Engineering . 2017,第4期

机译：考虑混凝土蠕变的厚混凝土板应力-应变状态建模
3. An Improved Model for the Analysis of Plates Stiffened by Parallel Beams Including Creep and Shrinkage Effects: Application to Concrete or to Composite Steel-Concrete Structures [J] . E. J. Sapountzakis International journal on engineering applications . 2018,第2期

机译：平行梁加固平板分析的改进模型，包括蠕变和收缩效应：应用于混凝土或复合钢混凝土结构
4. Multi-Layer Visco-Elastic Creep Model for Time-Dependent Analysis of Concrete Structures [C] . P. L. Ng, J. Y. K. Lam, A. K. H. Kwan International Conference on Civil, Structural and Environmental Engineering Computing . 2007

机译：多层粘弹性蠕变模型，用于混凝土结构的时间依赖性分析
5. Creep and creep recovery of old high-performance concrete. [D] . Chen, Kai. 2002

机译：旧高性能混凝土的蠕变和蠕变恢复。
6. Experimental and numerical modeling of creep in different types of concrete [O] . D. Harinadha Reddy, Ananth Ramaswamy 2018

机译：不同类型混凝土蠕变的实验和数值模拟
7. MODELING OF STRESS-STRAIN STATE OF THICK CONCRETE SLABS TAKING THE CREEP OF CONCRETE INTO ACCOUNT [O] . Batyr M. Yazyev, Anton S. Chepurnenko, Anzhelika V. Saibel 2017

机译：厚实混凝土板应力 - 应变状态建模，以蠕变混凝土蠕变考虑
8. Shrinkage, Creep, and Creep Recovery of Gap-Graded Versus Continuously-Graded Concrete [R] . Li, S. T., Ramakrishnan, V. 1970

机译：间隙级别与连续级配混凝土的收缩，蠕变和蠕变恢复

Step-wise numerical procedure for the time-dependent modelling of concrete beams taking into account creep and creep recovery

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