Results 61 to 70 of about 4,033 (152)
Reliability of transmission length estimation from strand end slip
[EN] An experimental program on twelve series of specimens with different embedment lengths to determine the transfer length was conducted. Transfer length test results of seven-wire strand on twelve different concrete mixtures were analyzed.
Arbeláez, César A. +3 more
core +1 more source
Application of Impact-Echo Method for Rockbolt Length Detection
This study examines the spectral responses resulting from the use of the impact-echo method for rockbolt length detection. A rockbolt is a thin long member that is often used in tunnels or slope protection works to fasten structures and soil/rock mass ...
Lin, Y (via Mendeley Data)
core +2 more sources
Timber-concrete composite (TCC) structures offer superior bending stiffness, load capacity, and environmental benefits, but shear connector performance—critical for timber-concrete integration—remains a challenge.
Chao Yang +4 more
doaj
Temporary ground anchors are widely used to provide anchorage for winches, tensioners, and guy wires during power transmission construction. In mountainous terrain, the drilling efficiency is limited, and conventional cement-grouted rock anchors are ...
Yimin Zheng +4 more
doaj +1 more source
This paper presents a robust analytical model for a moment connection of concrete-filled fiber reinforced-polymer (FRP) tubes (CFFTs) to concrete footings.
Fam, Amir, Sadeghian, Pedram
core
C120 steel sections are the most widely used post shapes in European guardrail designs. The design length of these posts is determined based on guardrail containment level and engineering judgment.
Erdem, Musab +4 more
core +1 more source
To meet growing energy demands, offshore wind turbines (OWTs) with higher energy outputs are being developed, presenting increased challenges for their foundation design.
Ali Khezri, Hongbae Park, Daeyong Lee
doaj +1 more source
Effectiveness of Pile Reinforcement in Liquefied Ground
Installing reinforcement piles is an effective method to mitigate ground movement in liquefied soils. In this study, the effectiveness of the pile-reinforcement method is evaluated using an advanced finite element program OpenSeesPL.
Jin, Feng, Huang, Duruo, Wang, Gang
core +1 more source
Lifelong embedment and spanning of a pipeline on a mobile seabed
Seven years of field survey measurements of a subsea pipeline obtained using sonar profilers and underwater video indicate significant lowering of the pipeline into the seabed due to sediment mobility and scour. The majority of the lowering occurs within
White, David J. +4 more
core +1 more source
Reinforced concrete interfaces, either cracks within monolithic elements or joints between concretes cast at different times may become critical under cyclic actions, due to stiffness and interface resistance degradation.
Vasiliki Palieraki +2 more
doaj +1 more source

