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The effect of prestressing force on natural frequencies of concrete beams – A numerical validation of existing experiments by modelling shrinkage crack closure

机译：预应力对混凝土梁固有频率的影响 - 采集裂纹闭合封闭件现有实验的数值验证

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Bing-Zheng Gan; Sing-Ping Chiew; Yong Lu; Tat-Ching Fung;
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1. The effect of prestressing force on natural frequencies of concrete beams - A numerical validation of existing experiments by modelling shrinkage crack closure [J] . Gan Bing-Zheng, Chiew Sing-Ping, Lu Yong, Journal of Sound and Vibration . 2019,第期

机译：预应力对混凝土梁固有频率的影响 - 采集裂纹闭合封闭件现有实验的数值验证
2. Effects of prestressing force on natural frequency of prestressed concrete beams considering self-weight [J] . Shin Soobong, Lee Hokyoung, Lee Jong-Han Structural Engineering and Mechanics . 2020,第4期

机译：考虑自我重量的预应力混凝土梁自然频率的影响
3. The effect of prestress force magnitude and eccentricity on the natural bending frequencies of uncracked prestressed concrete beams [J] . Noble Darragh, Nogal Maria, OConnor Alan, Journal of Sound and Vibration . 2016,第Null期

机译：预应力大小和偏心率对无裂纹预应力混凝土梁固有弯曲频率的影响
4. Shear Response of Reinforced Concrete Deep Beam: Validating Fracture Mechanics Based Numerical Modelling With Experiments [C] . Guillermo A. Riveros, Vellore Gopalaratnam ACI spring convention . 2015

机译：钢筋混凝土深梁的剪力响应：基于断裂力学的数值模型与实验的验证
5. Post-cracking behavior of reinforced concrete deep beams: A numerical fracture investigation of concrete strength and beam size. [D] . Riveros, Guillermo A. 2005

机译：钢筋混凝土深梁的开裂后行为：混凝土强度和梁尺寸的数值断裂研究。
6. Numerical validation data of tensile stress zones and crack zones in bamboo reinforced concrete beams using the Fortran PowerStation 4.0 program [O] . Muhtar 2020

机译：使用Fortran PowerStation 4.0程序对竹骨钢筋混凝土梁中的张应力区域和裂缝区域进行数值验证的数据
7. Cracking behavior of reinforced concrete beams: experiment and simulations on the numerical influence of the steel-concrete bond [O] . L. Jason, A. Torre-Casanova, L. Davenne, 2013

机译：钢筋混凝土梁的开裂行为：实验与仿真对钢混凝土键的数值影响

The effect of prestressing force on natural frequencies of concrete beams – A numerical validation of existing experiments by modelling shrinkage crack closure

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