湿-热-力三场耦合作用下混凝土渡槽荷载效应研究

    Research on the Load Effects of Concrete Aqueducts under the Coupling of Moisture, Heat and Force Field

    • 摘要: 渡槽是引调水工程中的重要水工建筑物之一。运行期的渡槽所受荷载主要有自重、水重等直接荷载, 以及结构自约束影响下由于温湿度梯度所产生的不均匀胀缩变形所导致的次生应力。这些荷载与环境因素耦合, 可能会引起渡槽结构出现变形过大和开裂等现象。以新疆某混凝土渡槽为例, 利用ABAQUS软件实现了自然状态下混凝土渡槽湿-热-力三场耦合效应的模拟, 定量探讨了不同荷载组合对渡槽槽身荷载效应的影响。结果表明, 渡槽槽身的受力和变形受温湿度的影响显著。

       

      Abstract: Aqueducts are crucial hydraulic structures in water diversion and transfer projects. During the operation period, the loads acting on aqueducts mainly consist of direct loads such as self-weight and water weight, as well as secondary stresses resulting from non-uniform expansion and contraction deformations generated by temperature and humidity gradients under the influence of structural self-restraint. The coupling of these loads with environmental factors may cause problems such as excessive deformation and cracking in aqueduct structures. Taking a certain concrete aqueduct in Xinjiang as an example, it utilized the ABAQUS software to simulate the coupling effects of moisture, heat, and force fields of the concrete aqueduct under natural conditions, and quantitatively explored the influence of different load combinations on the load effects of the aqueduct body. The results show that the stress and deformation of the aqueduct body are significantly influenced by temperature and humidity.

       

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