Results 11 to 20 of about 390,061 (284)

Numerical and Experimental Study on the Member Performance and Stability Bearing Capacity of Wheel Coupler Formwork Supports

open access: yesApplied Sciences, 2022
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

DEFORMATION CAPACITY AND DUCTILITY OF SHEAR CONNECTORS

open access: yesce/papers, 2023
AbstractDeformation capacity and slip range (eventually called “ductility”) of shear connectors are key parameters for the design of shear connectors in composite beams, especially in partial shear connection. Existing design rules require a deformation capacity of at least 6 mm for the use of shear connectors with plastic design methods.
Baertschi, Roland   +3 more
openaire   +2 more sources

The Shear Behavior of Insulated Precast Concrete Sandwich Panels Reinforced with BFRP

open access: yesBuildings, 2022
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

Study on Shear Performance of Short Bolt Interface in ECC–Steel Bridge Deck Composite Structure

open access: yesApplied Sciences, 2022
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

PRINCIPLE STRESS IN SHEAR CAPACITY

open access: yesInternational Journal of Application on Sciences, Technology and Engineering, 2023
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

Shear critical R/C columns under increasing axial load [PDF]

open access: yes, 2020
Structural elements in old reinforced concrete (R/C) frame buildings are often prone to shear or flexure-shear failure, which can eventually lead to loss of axial load capacity of vertical elements and initiate vertical progressive collapse of a building.
Elwood   +14 more
core   +2 more sources

Enhanced Ultimate Shear Capacity of Concave Square Frustum-Shaped Wet Joint in Precast Steel–Concrete Composite Bridges

open access: yesApplied Sciences, 2021
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

Experimental study on oblique-shear performance of splicing joint for precast ultrahigh-performance concrete segmental bridges

open access: yesCase Studies in Construction Materials, 2023
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

Reliability analysis and formula adjustment for shear capacity of concrete shear walls

open access: yesCase Studies in Construction Materials, 2021
The Unified Standard for Reliability Design of Building Structures of China (GB50068-2001) requires that the average value of a component’s reliability index should not be lower than the target reliability index.
Xiaolong Tong, Fumin Chen, Deguo Zeng
doaj   +1 more source

Residual Shear Capacity of RC Beams without Stirrups after Fire Exposure

open access: yesBuildings, 2022
To investigate the shear capacity and failure mechanism of RC beams after fire exposure, fourteen full-scale beams without stirrups were tested at ambient temperature and after fire exposure.
Yamin Song, Chuanguo Fu, Shuting Liang
doaj   +1 more source

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