Results 51 to 60 of about 23,177 (159)

Structural behavior of high strength SIFCON corbels

Muthanna Journal of Engineering and Technology
Corbels are short-hunched cantilevers that project from inner face of columns to support heavy concentrated loads or beam reactions. They are very important structural elements for supporting precast beams, girders and any other form of precast ...
Hanadi F. Frhaan, Aqeel H. Chkheiwer
doaj   +2 more sources

Load-Path Redistribution and Damage Asymmetry in Reinforced Concrete Beams Under Eccentric Drop-Weight Impact: A Coupled SPH-FEM Study

Applied Sciences
Reinforced concrete (RC) beams under impact are commonly assessed using central-impact configurations, but practical impacts may deviate from midspan and create unequal shear spans.
Ziqi Gao, Chi Lu, Yoshimi Sonoda, Hiroki Tamai   +3 more
doaj   +1 more source

Dynamic Behavior of a Precast and Partial Steel Joint under Various Shear Span-to-Depth Ratios. [PDF]

Materials (Basel), 2021
Fan G, Yang J, Wang Y, Zhang Q, Jia J, Cheng W.   +5 more
europepmc   +1 more source

Seismic axial collapse of short shear span RC shear walls above transfer structure

IOP Conference Series: Materials Science and Engineering, 2018
A special class of short shear span RC shear wall exists in the form of a sub-structure at the base of slender walls in tall buildings, was found common in the low-to-moderate seismicity region. These non-seismically designed short shear span RC walls are highly stressed in axial load under gravity and lateral actions, and have limited deformability ...
D T W Looi, R K L Su
openaire   +1 more source

Numerical and Theoretical Study on the Vertical Shear Behavior of a Novel Multi-Ribbed Profiled Steel Sheeting-Concrete Composite Slab in the Construction Stage

Buildings
Current studies on large-span structural components have largely emphasized flexural performance, whereas multi-ribbed profiled steel sheeting-concrete composite slabs may be prone to inclined-section shear failure in the construction stage, particularly
Keyi Hou, Ganping Shu, Yuanyuan Wan
doaj   +1 more source

Strength of glue line for reforestation wood

Semina: Ciências Exatas e Tecnológicas, 2015
This paper aims to evaluate the shear strength of glued laminated timber (glulam) made of three wood species: Tectona grandis, Pinus oocarpa and Eucalyptus sp..
Pedro Gutemberg de Alcântara Segundinho, Carlito Calil Neto, Fabrício Gomes Gonçalves, Adair José Regazzi, Carlito Calil Junior   +4 more
doaj   +1 more source

Dissolution–precipitation creep in polymineralic granitoid shear zones in experiments – Part 1: Strain localization mechanisms [PDF]

Solid Earth
Dissolution–precipitation creep (DPC) is considered to be one of the main processes accommodating localized strain in polymineralic shear zones of the Earth's crust.
N. Nevskaya, N. Nevskaya, A. Berger, H. Stünitz, H. Stünitz, W. Zhan, W. Zhan, M. Ohl, O. Plümper, M. Herwegh   +9 more
doaj   +1 more source

Predicting Nonlinear Behavior of Cellular Cross-Laminated Timber Under Bending and Rolling Shear

Fibers
This study investigates the structural performance of cellular cross-laminated timber (CCLT) through a nonlinear finite element model using Hill and Hashin damage criteria in Abaqus.
Suman Pradhan, Mostafa Mohammadabadi
doaj   +1 more source

Experimental Study on Shear Capacity of High Strength Reinforcement Concrete Deep Beams with Small Shear Span-Depth Ratio. [PDF]

Materials (Basel), 2020
Zhang JH, Li SS, Xie W, Guo YD.
europepmc   +1 more source

Practical study on shear strength of reinforced concrete haunched beams

Journal of Engineering and Applied Science
In structural engineering, the behavior and strength of reinforced concrete haunched beams (RCHBS) are crucial, especially when shear strength governs design.
Tarek I. Ebeido, Hossam M. Eltelwany, Muhammad A. Diab   +2 more
doaj   +1 more source