Investigation on bending moment resistance of L- shaped screwed corner joints constructed of Plywood members [PDF]
The goal of this study was to investigate bending moment resistance of L-shaped screwed corner joints constructed of Plywood members. The thickness of plywood members was nominal 19mm that were compared with medium density fiberboard (MDF) and ...
Sadegh Maleki +3 more
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Investigation on the effect of wooden dowel diameter, penetration depth and species on the bending moment resistance under diagonal tensile load of corner joints in case-type furniture [PDF]
The bending moment resistance under diagonal tensile load of doweled joint in plywood members was investigated. Joint members were cut from 11-ply hardwood plywood (Beech, Hornbeam and Alder) at the nominal thickness of19 mm.
Mosayeb Dalvand +3 more
doaj +1 more source
Based on the up-floating incident of the basement in a high-rise residential building, the finite element (FE) model of the up-floating destruction region is established to investigate the damage mechanism.
Zhifeng Wu +5 more
doaj +1 more source
The measurement of shaft bending (whirling) moment can be performed via a telemetry system including strain gauges which can obtain the bending stress.
Quang Dao Vuong +8 more
doaj +1 more source
Investigation of Load Environment and Bending Load Capacities of Aged Prestressed Concrete Sleepers
In this study, field measurements of the bending moments of prestressed concrete (PC) sleepers installed on commercial lines were obtained, and numerical analyses to identify the effects of different parameters on their bending moments were conducted ...
Tsutomu Watanabe +2 more
doaj +1 more source
Effect of Shield-Tunnel Construction on the Horizontal Response of Adjacent Piles in a Silty Layer
This paper studies the problem of shield tunnels laterally passing through piles based on in situ tests and numerical methods. The effects of vertical load, pile–tunnel distance, and tunnel-cover depth on the horizontal displacement and the bending ...
Shuai Zhang +6 more
doaj +1 more source
The Kerr foundation model simulates the interaction between piles and soil. Considering the impact of lateral soil displacement on adjacent piles, the lateral displacement and bending moment of the adjacent piles caused by shield tunnel excavation are ...
Haipeng Jia +3 more
doaj +1 more source
Response of round-hole tubes submitted to pure bending creep and pure bending relaxation
This paper presents experimental study on the response of 6061-T6 aluminum alloy round-hole tubes with five different hole diameters of 2, 4, 6, 8, and 10 mm and four different diameter-to-thickness ratios of 30, 40, 50, and 60 submitted to pure bending ...
Kuo-Long Lee, Bo-You Liu, Wen-Fung Pan
doaj +1 more source
Behaviour and design of composite beams subjected to negative bending and compression [PDF]
This paper investigates the behaviour of steel–concrete composite beams subjected to the combined effectsof negative bending and axial compression. For this study, six full-scale tests were conducted on compositebeams subjected to negative moment while ...
Uy, Brian (R9735) +7 more
core +1 more source
Reinforced Concrete Semi Circular Deep Beams - Finite Element Investigation
This paper represents a parametric study utilizing finite element analysis for twenty-five reinforced concrete semi-circular deep beams. The parameters that were taken into consideration in the current work are radius, height, width, concrete ...
Abdullah A. Talal +3 more
doaj +1 more source

