Results 1 to 10 of about 419,585 (283)

Experimental and Numerical Study on Shear Resistance of Notched Perfobond Shear Connector. [PDF]

open access: yesMaterials (Basel), 2019
In steel and concrete composite bridges, it is difficult to perforate the reinforcing bars through the circular holes of conventional perfobond shear connectors with multi-ribs. To ease the installation of perforating rebars, an alternative notched perfobond shear connector was proposed by cutting out the edge of the circular hole.
Zheng S, Liu Y, Liu Y, Zhao C.
europepmc   +4 more sources

Modelling of the shear resistance of self-stressed beams reinforced with FRP applying the Critical Shear Crack Theory [PDF]

open access: yesMATEC Web of Conferences, 2021
This paper presents a mechanical model of the shear resistance based on Critical Shear Crack Theory (CSCT) and its application for the checking of the shear ultimate state of self-stressed elements reinforced with FRP bars.
Tur Viktar, Varabei Aliaksandr
doaj   +1 more source

Improving the punching shear and shear capacity of reinforced concrete elements with a new post-installed retrofitting system [PDF]

open access: yesGrađevinski Materijali i Konstrukcije, 2022
Finding appropriate strengthening solutions for existing reinforced concrete (RC) elements is always a challenge for structural engineers. Additional load capacity may be needed as the change of type of occupancy and more restrictive design standards ...
Buhler Jochen, Vilotijević Danijel
doaj   +1 more source

Surface Shear Resistance of Dust Hotspot Soils on a Small Scale in Southwestern Iran [PDF]

open access: yesDesert, 2022
This research was conducted to quantify the direct and indirect effects of surface shear resistance (SSR) on dust hotspot soils in the southeast of Ahvaz city, Khuzestan, Iran.
B. Khalilimoghadam   +2 more
doaj   +1 more source

Shear resistance of self-stressing concrete elements expanded under 2D restraint conditions [PDF]

open access: yesE3S Web of Conferences, 2020
An analytical design model for estimation the shear resistance of plane self-stressing concrete elements with orthogonal reinforcement is presented. The design model is based on the strut-and-tie model concept and takes into consideration the restrained ...
Tur Viktar, Sannikava Volha
doaj   +1 more source

Influence of cohesion strength in cohesive soils onchannel bed erosion [PDF]

open access: yesE3S Web of Conferences, 2023
The results of experimental studies on the mechanical properties of cohesive soils associated with the use in the study of the erosion process are presented. The influence of the cohesion strength of cohesive soil on erosion is described.
Khazratov A.N.   +4 more
doaj   +1 more source

Testing and Numerical Simulation of the Shear Resistance of Blind-Bolted Aluminum Connections

open access: yesMetals, 2023
Due to their high bending stiffness, high torsional stiffness, and high local stability, rectangular section members of Al alloy space structures are frequently utilized as load-bearing elements. However, the joint construction is more complex because of
Yuqi Jiang   +3 more
doaj   +1 more source

Quality changes in chicken livers during cooking

open access: yesPoultry Science, 2021
: Raw chicken livers are often contaminated with Campylobacter and Salmonella. Cooking is considered the last defense of pathogen control for meals containing chicken livers.
Zhi Qu   +5 more
doaj   +1 more source

Thermal and Rheological Performances Evaluation of a Modified Biopolymer for Fracturing Fluid System

open access: yesMolecules, 2022
Developing an efficient fracturing fluid system is an enduring hot topic in the petrochemical industries, especially regarding the exploitation of limited oil.
Guoyan Ma   +4 more
doaj   +1 more source

Experimental and Computational Research on the Shear Performance of Partially Filled Narrow-Width Steel Box-UHPC-Combined Girders under Negative Moment Action

open access: yesBuildings, 2023
To examine the vertical shear behavior of narrow-width steel box-UHPC (Ultra-High Performance Concrete) composite beams with partial filling under negative bending moments, a total of six test beams were created and constructed in this study.
Shuai Liu   +5 more
doaj   +1 more source

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