Full-Scale Experimental Study on Flexural Performance of the New Precast UHPC Diaphragm Slab in Utility Tunnels

In this paper, a bending test of a precast ultra-high-performance concrete (UHPC) diaphragm slab was carried out. The test revealed that the flexural failure process of specimens under the action of a positive bending moment can be divided into three stages: the elastic, crack-propagation, and yield...

وصف كامل

التفاصيل البيبلوغرافية
المؤلفون الرئيسيون: Quan Cheng, Zhengwei Li, Shaowei Deng, Haibo Jiang, Yueqiang Tian, Jiayue Geng
التنسيق: مقال
اللغة:English
منشور في: MDPI AG 2023-05-01
سلاسل:Buildings
الموضوعات:
الوصول للمادة أونلاين:https://www.mdpi.com/2075-5309/13/5/1349