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Assessment of the in situ compressive and tensile strength of existing massive hydraulic structures

机译:评估现有大型水工结构的原位抗压强度

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In Germany hydraulic structures like weirs or locks under the responsibility of the Federal Min-istry of Transport and Digital Infrastructure have an average age of about 80 years. They often show static characteristics, such as construction methods or very large cross sections that are no longer common practice today. When retrofittings are planned new calculations to verify its conformity with stability requirements become necessary. As no adapted regulations have been released for re-assessing the statics of existing solid hydraulic structures a Code of practice has been developed. Compressive and tensile strength derived from concrete cores are decisive input parameters for the calculations. During the last decades concrete cores of more than hundred existing hydraulic structures have been examined by the Federal Waterways Engineering and Research Institute (BAW). These investigations were analysed comprehensively concerning the variation of strength properties and the correlation between compressive and tensile strength in massive hydraulic structures. Furthermore given correlations and factors in technical guidelines which were usually derived by investigations on lab specimen at an age of 28 days were verified concerning their applicability on in situ concrete of old, massive structures. The findings are presented in the paper.
机译:在德国,由联邦运输和数字基础设施部负责的水堰或闸门之类的液压结构的平均寿命约为80年。它们通常表现出静态特征,例如构造方法或非常大的横截面,这些如今已不再常见。计划进行改造时,需要进行新的计算以验证其是否符合稳定性要求。由于没有发布适用的法规来重新评估现有的固体液压结构的静力学,因此制定了《操作规范》。混凝土芯的抗压强度和抗拉强度是计算的决定性输入参数。在过去的几十年中,联邦航道工程与研究所(BAW)已对一百多个现有水工结构的混凝土芯进行了检查。对这些研究进行了综合分析,涉及大型水工结构的强度特性变化以及抗压强度和抗拉强度之间的关系。此外,还验证了技术准则中通常通过对28天龄的实验室样本进行调查得出的相关性和因素,证明了它们在旧的大型结构的现场混凝土中的适用性。研究结果发表在论文中。

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