Results 11 to 20 of about 3,071,283 (276)
Finite element modelling of shear connection for steel-concrete composite girders [PDF]
The main objective of this thesis is to develop effective 3-dimensional finite element models to trace the behaviour of headed stud shear connectors in composite girders with solid slabs and precast hollow core slabs.
El-lobody, Ehab Abd El-fattah Mohamed
core +7 more sources
Continuity development between precast beams using prestressed slabs, and its effect on flexure and shear [PDF]
Development of continuity between precast prestressed bridge girders by post-tensioning the insitu top slab In the regions of hogging moment is a relatively new technique which forms the basis for this research study.
Jayanandana, Aluthjage Don Chandrathilaka
core +7 more sources
To evaluate the performance of wheel coupler formwork support components, the bearing capacity of the horizontal bar, the shear capacity of the wheel, the shear capacity of the sleeve, and the stability bearing capacity of the single- and double-layer ...
Qi Chu +8 more
doaj +1 more source
PRINCIPLE STRESS IN SHEAR CAPACITY
The design and construction of reinforced concrete high-rise building structures are currently changing for the better, this is due to technological advances in the base materials of concrete that leads to a higher quality. A higher quality concrete in multi-story buildings can reduce the cross-sectional dimensions of lateral resisting elements ...
Daniel Christianto +5 more
openaire +1 more source
The Shear Behavior of Insulated Precast Concrete Sandwich Panels Reinforced with BFRP
Typical insulated precast concrete sandwich panel (PCSP) systems are composed of two concrete wythes separated by a layer of insulation. The structural behavior of insulated PCSP systems heavily depends on elements between two wythes known as connectors,
Xia Liu, Xin Wang, Tan Yang, Zhishen Wu
doaj +1 more source
Shear capacity of reinforced concrete beams using neural network [PDF]
NoOptimum multi-layered feed-forward neural network (NN) models using a resilient back-propagation algorithm and early stopping technique are built to predict the shear capacity of reinforced concrete deep and slender beams.
Song, J-K. +2 more
core +4 more sources
Study on Shear Performance of Short Bolt Interface in ECC–Steel Bridge Deck Composite Structure
Aiming at the problem that orthotropic steel bridge deck and bridge deck pavement are prone to fatigue damage, Engineered Cementitious Composites (ECC) bridge deck pavement is used to replace concrete or asphalt in flexible bridge deck pavement. In order
Zhenhai Zeng +5 more
doaj +1 more source
Shear capacity of RC members without shear reinforcement: A modified crack sliding model
Abstract This paper presents a model for determining the shear capacity of RC members without shear reinforcement. The model is a modification of the so-called Crack Sliding Model (CSM) and is developed on the basis of the upper bound theorem of the theory of plasticity.
Autrup, Frederik +1 more
openaire +2 more sources
Wet joints are widely used in precast steel–concrete composite bridges to accelerate the construction of bridges, though a conventional wet joint usually has a poor ultimate shear capacity. To improve the shear capacity of the wet joint, a concave square
Fan Feng +4 more
doaj +1 more source
This paper aims to study the effect of the normal stress on the shear performance of splicing joints for precast ultrahigh-performance concrete (UHPC) segmental bridges (PUSBs), an oblique-shear joint is designed to decompose the vertical force into a ...
Hui Zheng +6 more
doaj +1 more source

