Flexural Response of UHPC Wet Joints Subjected to Vibration Load: Experimental and Theoretical Investigation

被引:0
|
作者
Zhao, Bin [1 ]
Yang, Jun [2 ,3 ]
Qin, Dingsong [1 ]
Zou, Yang [2 ,3 ]
Zhang, Zhongya [2 ,3 ]
Zhang, Kaijie [2 ,3 ]
Leng, Jingchen [2 ,3 ]
机构
[1] China Railway First Grp Co Ltd, Xian 710054, Peoples R China
[2] Chongqing Jiaotong Univ, State Key Lab Mt Bridge & Tunnel Engn, Chongqing 400074, Peoples R China
[3] Chongqing Jiaotong Univ, Sch Civil Engn, Chongqing 400074, Peoples R China
关键词
ultra-high performance concrete; live-load vibration; joints; flexural strength; PERFORMANCE;
D O I
10.3390/buildings15030496
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study aims to investigate the flexural performance of ultra-high-performance concrete (UHPC) wet joints subjected to vibration load during the early curing period. The parameters investigated included vibration amplitude (1 mm, 3 mm, and 5 mm) and vibration stage (pouring-final setting, pouring-initial setting, and initial setting-final setting). A novel simulated vibration test set-up was developed to reproduce the actual vibration conditions of the joints. The actuator's reaction force time-history curves for the UHPC joint indicate that the reaction force is stable during the initial setting stage, and it increases linearly with time from the initial setting to the final setting, trending toward stability after 16 h of casting. Under the vibration of 3 Hz-5 mm, cracks measuring 14 cm x 0.2 mm emerge in the UHPC joint. It occurs during the stage from the initial setting to the final setting. The flexural performance of wet joint specimens after vibration was evaluated by the four-point flexural test, focusing on failure modes, load-deflection curves, and the interface opening. The results show that all specimens with joints exhibited bending failure, with cracks predominantly concentrated at the interfaces and the sides of the NC precast segment. The interfacial bond strength was reduced by vibrations of higher amplitude and frequency. Compared with the specimens without vibration, the flexural strength of specimens subjected to the vibration at 3 Hz-3 mm and 3 Hz-5 mm were decreased by 8% and 19%, respectively. However, as the amplitude and frequency decreased, the flexural strength of the specimens showed an increasing trend, as this type of vibration enhanced the compactness of the concrete. Additionally, the calculation model for the flexural strength of UHPC joints has been established, taking into account the impact of live-load vibration. The average ratio of theoretical calculation values to experimental values is 1.01, and the standard deviation is 0.04, the theoretical calculation value is relatively precise.
引用
收藏
页数:22
相关论文
共 50 条
  • [31] Experimental investigation on the freeze-thaw durability of concrete under compressive load and with joints
    Shen, Yin
    Liu, Jie
    Zhou, Shiyun
    Li, Guoping
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 229
  • [32] Flexural behavior of ECC reinforced RC beams under secondary load: Experimental, numerical simulation and theoretical analysis
    Liu, Long
    Wan, Songqiang
    Yan, Chunling
    Zheng, Xianchao
    Zhao, Jun
    Dong, Xiaoyu
    Gong, Yanfen
    Liu, Junwei
    Li, Jiacheng
    Song, Ziyi
    Zhang, Shiyao
    Li, Qingrui
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2024, 20
  • [33] Experimental investigation and prediction of load carrying capacity of a novel UHPC-shell strengthened prefabricated concrete bent cap
    Xia, Zhanghua
    Zhang, Zhijie
    Li, Yale
    Xia, Jian
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2022, 17
  • [34] Experimental Investigation and Theoretical Prediction Model of Flexural Bearing Capacity of Pre-Cracked RC Beams
    Zhou, Shuming
    Yan, Donghuang
    APPLIED SCIENCES-BASEL, 2023, 13 (08):
  • [35] Experimental and numerical study on cyclic behavior of precast segmental railway bridge columns with lap-spliced rebar connections using UHPC wet joints
    Wang, Yuxuan
    Li, Shuai
    Gao, Chuansong
    Cheng, Zhao
    Wang, Jingquan
    Hu, Yuqing
    ENGINEERING STRUCTURES, 2024, 319
  • [36] EXPERIMENTAL, NUMERICAL, AND THEORETICAL STUDY ON STATIC BEHAVIOUR OF NOVEL STEEL DOVETAIL JOINT SUBJECTED TO AXIAL TENSILE LOAD
    Mashrah, Waleed
    Chen, Zhi-Hua
    Liu, Hong-Bo
    Amer, Mohammed Ameen
    ADVANCED STEEL CONSTRUCTION, 2022, 18 (01): : 453 - 464
  • [37] Shear Response of Rough Rock Discontinuities Subjected to Impact Loading: Experimental Study and Theoretical Modelling
    Wang, Feili
    Wu, Bangbiao
    Wang, Shuhong
    Meng, Fanzhen
    Xiu, Zhanguo
    Wang, Chonglang
    LITHOSPHERE, 2022, 2022 (SpecialIssue11)
  • [38] Experimental investigation of double-lap bolted composite joints with different outer plates subjected to bending loads
    Luo, Chengqiang
    Yang, Bin
    Xuan, Fu-Zhen
    He, Liang
    Yang, Kang
    POLYMERS & POLYMER COMPOSITES, 2018, 26 (07) : 408 - 419
  • [39] Experimental investigation of the load-bearing capacity of smooth and profiled dry joints for modular segmental bridges
    Rettinger, Martin
    Lounis, Ali
    Hueckler, Alex
    Schlaich, Mike
    BETON- UND STAHLBETONBAU, 2023, 118 (09) : 662 - 675
  • [40] Experimental and theoretical investigation on the hybrid CFRP-ECC flexural strengthening of RC beams with corroded longitudinal reinforcement
    Hu, Biao
    Zhou, Yingwu
    Xing, Feng
    Sui, Lili
    Luo, Minshen
    ENGINEERING STRUCTURES, 2019, 200