CALCULATION OF SHEAR CAPACITY OF RECYCLED CONCRETE BEAMS WITH WEB REINFORCEMENT BASED ON MODIFIED COMPRESSION FIELD THEORY

被引：0
|
作者：
Jiang, Qi [1 ]
Su, Yan [1 ]
Yang, Yang [1 ]
Wang, Zhengjiang [1 ]
Liu, Shuchang [2 ]
Wu, Youbing [3 ]
LI, Jiawei [3 ]
Zhu, Chao [4 ]
机构：
[1] Xian TPRI Water Management & Environm Protect Co, State Key Lab High Efficiency Flexible Coal Power, Xian, Peoples R China
[2] Huaneng Gansu Energy Dev Co, Lanzhou, Peoples R China
[3] Huaneng Longdong Energy Co Ltd, Qingyang, Peoples R China
[4] Xian Univ Architecture & Technol, Sch Civil Engn, Xian, Peoples R China
来源：
THERMAL SCIENCE | 2023年 / 27卷 / 3A期
关键词：
recycled aggregate; modified compression field theory; recycled concrete beams with web reinforcement; shear capacity; STRENGTH;
D O I：
10.2298/TSCI2303135J
中图分类号：
O414.1 [热力学];
学科分类号：
摘要：
Based on the modified compression field theory, this paper considers the inter-locking force between recycled concrete aggregates and their effective grain siz-es, and establishes a shear model to describe accurately the actual force of recy-cled concrete beams with web reinforcement. Mathematical formulas for calcula-tion of the interlocking force are deduced, and the shear capacity of the recycled concrete beams can be estimated. The data of five test beams and 20 test beams in open literature are in good agreement with the theoretical prediction, which proves that this method can be used to calculate the ultimate shear capacity for practical applications.
引用
收藏
页码：2135 / 2143
页数：9
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