Results 1 to 10 of about 9,371,692 (302)

Study on Shear Performance of Web-Embedded Composite Shear Connector

Applied Sciences
Based on the existing research on connectors, a web-embedded composite shear connector was proposed in this paper. Further, six types of push-out specimens were carried out on static push-out and low-cycle repeated load tests.
Xiaoqing Xu, Tuoying Sun, Shiao Hu, Hongmei Tan, Yuxiao Wang, Yong Zeng   +5 more
doaj   +2 more sources

Shear Performance of Mortise-and-Tenon Prestressed Joints in Prefabricated Metro Station Structures

Chengshi guidao jiaotong yanjiu
[Objective] During the sinking construction process of prefabricated metro stations using the caisson method, the chain cutter equipment enclosing the station main structure imposes significant transverse shear forces on the assembled structural joints ...
YAN Jiajia, ZANG Yanwei, LIU Changbao, ZHANG Tianyang, WANG Bochuan, DI Honggui   +5 more
doaj   +1 more source

Shear Performance of Reinforced Shear Pocket Joint in Light Steel—Recycled Concrete Composite Floor

Buildings
To address the challenges of slow construction and high self-weight in steel–concrete composite floors for rural light steel frame structures in China, a new prefabricated floor system was developed.
Jinliang Bian, Jingwei Zhang, Lidong Zhao, Wei Gan, Wanlin Cao   +4 more
doaj   +1 more source

Effect of partially replacing crushed oyster shell as fine aggregate on the shear behavior of short RC beams using GFRP rebar strengthened with TRC: Experimental and numerical studies

Journal of the Mechanical Behavior of Materials
An experimental campaign was carried out in order to evaluate the shear behavior of beams. The crushed oyster shell (COS) was replaced partially with natural sand in different mixtures.
Tu Sy-Quan, Nguyen Huy-Cuong, Ngo Dang-Quang   +2 more
doaj   +1 more source

Shear performance of headless studs in ultra-high performance concrete bridge deck

Frontiers in Materials
Conventional stud connectors were proved to be inconvenient for the later disassembly and replacement in ultra-high performance concrete (UHPC) bridge decks.
Haoting Jiang, Hongjie Wang, Xilei Deng, Yongguang Li, Heying Zhou, Chaolan Wu, Jinlong Jiang   +6 more
doaj   +1 more source

Experimental Study on the Shear Performance of Epoxy Resin-Bolted Steel-Cross Laminated Timber (CLT) Connections

Buildings
Steel–timber composite (STC) structures offer a sustainable and low-carbon structural solution. Steel–timber interface behavior is critical for the mechanical performance of STC structures.
Qing Lyu, Jinxun Ye, Huake Wang, Jiale Xu, Yunfeng Xiao, Bo Fu, Xianlei Li, Zhaoyang Zhang   +7 more
doaj   +1 more source

Shear Resistance of S-Al-S Prefabricated Rivet

Taiyuan Ligong Daxue xuebao
[Purposes] A prefabricated rivet for shear connection is proposed to solve the slip problem of aluminum alloy joints under the connection of stainless steel bolt or swage-locking pin and its working principle is introduced.
YAN Yajie, ZHONG Zhiqiang, WU Haiquan, GUO Yu   +3 more
doaj   +1 more source

Strengthening Device for Improving Shear Performance of Anchor Cable in Rock Support. [PDF]

Materials (Basel), 2023
Feng C, Liu S, Jia H, Fu M, He D.
europepmc   +1 more source

Analysis of Shear Bearing Mechanism and Influencing Factors of MCL-Shaped Composite Dowel Connector

Zhongwai Gonglu
To investigate the bearing mechanism of modified clothoid (MCL)-shaped composite dowel shear connectors and the influence laws of various factors on their shear bearing capacity, the stress states and failure modes of the steel dowel, concrete dowel, and
ZENG Zhuo, ZHOU Baicheng, CHENG Xianjie, CAO Zhengxing, GAO Rongxiong, WANG Zichao   +5 more
doaj   +1 more source

Experimental Study of the Shear Performance of Combined Concrete-ECC Beams without Web Reinforcement. [PDF]

Materials (Basel), 2023
Cheng K, Du Y, Wang H, Liu R, Sun Y, Lu Z, Chen L.   +6 more
europepmc   +1 more source