Results 21 to 30 of about 99,624 (259)

Study on the Shear Capacity of the Wet Joint of the Prefabricated Bridge Panel with a Special-Shaped Shear Key

Advances in Civil Engineering, 2021
Steel-concrete composite beam has been widely applied in civil engineering, and the concrete during operation may crack due to the large shear force at the wet joint.
Fan Feng, Fanglin Huang, De Zhou, Weibin Wen, Yong Tao   +4 more
doaj   +1 more source

Study of bond-slip performance and ultimate bearing capacity calculation under static and reciprocating action of folded perfobond shear keys

Case Studies in Construction Materials, 2022
The PBL (Perfobond Leiste) shear key has advantages such as high load capacity and high restraint capacity. However, at the same time, there are also problems such as insufficient deformation capacity and low stiffness along the weak axis direction.
Zhen-Shan Wang, Hua-Qian Qin, Yong Yang, Yun-He Liu, Hong-Chao Guo, Jian-Bo Tian   +5 more
doaj   +1 more source

Shear and moment capacity of the Ruytenschildt Bridge

, 2016
In August 2014, the Ruytenschildt Bridge, a reinforced concrete solid slab bridge, in Friesland, the Netherlands was tested until failure. One of the goals of the experiment is to analyze the failure mode of the slab bridge under a tandem of 4 wheel loads and to compare the capacity of the full bridge structure to the predicted results, to have an idea
Lantsoght, E.O.L. (author), van der Veen, C. (author), de Boer, A (author)   +2 more
openaire   +3 more sources

Analysis of Shear Capacity of GFRP Reinforced Beams without Stirrups According to Selected Design Standards [PDF]

Archives of Civil Engineering, 2020
The aim of this paper is a comparative analysis of the experimental test results of twenty T-section beams reinforced with glass fiber reinforced polymer (GFRP) bars without stirrups with predicted values of the shear capacity according to the following ...
Monika Kaszubska, Renata Kotynia
doaj   +1 more source

Effects of cyclic loading on lateral bearing capacity of single pile in silty seabed

Yantu gongcheng xuebao
Under larger wave loading, the bearing capacity of marine single pile foundation will be reduced, even instability occurs. A series of undrained shear triaxial tests on the remolded marine silt in Hangzhou Bay are carried out by means of the GDS triaxial
WANG Mingyuan 1, SUN Jizhu 2, WANG Yong 3, YANG Yang 4
doaj   +1 more source

Shear friction capacity of self-consolidating concrete

Revista IBRACON de Estruturas e Materiais, 2020
An experimental research was developed to evaluate shear transfer in self-consolidating. Three concrete mixes were prepared, one conventional and two self-consolidating, differing on the proportion of the coarse and fine aggregate used.
Gustavo Savaris, Roberto Caldas de Andrade Pinto   +1 more
doaj   +1 more source

Guidelines for Nonlinear Finite Element Analysis of Reinforced Concrete Columns with Various Types of Degradation Subjected to Seismic Loading

Infrastructures
Concrete columns are considered critical elements with respect to the stability of buildings during earthquakes. To improve the accuracy of column damage and collapse risk estimates using numerical simulations, it is important to develop a methodology to
Seyed Sasan Khedmatgozar Dolati, Adolfo Matamoros, Wassim Ghannoum   +2 more
doaj   +1 more source

Seismic Performance Evaluation of Precast Concrete Beam-to-Shear Link Composite Connection with Bending Moment and Shear Force Separate Method

Advances in Civil Engineering, 2020
A new type of prefabricated reinforced concrete-Y-shaped eccentrically steel brace structure (PRC-Y-ESBS) is developed by combining the mechanical property of prefabricated reinforced concrete frame and Y-shaped eccentrically steel brace, so the seismic ...
Shujun Hu, Qi Guo, Xinfu Xiong, Jingang Xiong   +3 more
doaj   +1 more source

Shear Behavior of Reinforced Post-Filling Coarse Aggregate Concrete Beams Produced by Creative Construction Process

Buildings, 2021
Different from the traditional concrete mixing procedure, the innovative post-filling coarse aggregate concrete (PFCC) reduces the cost of pumping concrete by increasing the coarse aggregate content and reducing the usage of cement. Previous studies have
Jinqing Jia, Qi Cao, Lihua Zhang, Yulong Hu, Zihan Meng   +4 more
doaj   +1 more source

Shear Capacity Model of Prefabricated Shear-Keyed Tooth Joints Under Confining Stress

Buildings
Shear-keyed tooth joints (SKTJs) are commonly used in prefabricated buildings, including wind turbine foundations, to connect prestressed modules. Due to the significant loss of prestress in precast wind turbine foundations, slip failure is more likely ...
Chao Shen, Dongliang Zhang, Wantong Liu, Kun Fu, Fei Wang, Xiangguo Wu, Daiyu Wang   +6 more
doaj   +1 more source