Results 21 to 30 of about 10,135 (262)

Shear Behaviour of RC Beams Strengthened by Various Ultrahigh Performance Fibre-Reinforced Concrete Systems

open access: yesAdvances in Civil Engineering, 2020
This study presents a numerical investigation on the shear behaviour of shear-strengthened reinforced concrete (RC) beams by using various ultrahigh performance fibre-reinforced concrete (UHPFRC) systems.
Walid Mansour, Bassam A. Tayeh
doaj   +1 more source

Effect of Externally Bonded Strips of Polymer Fiber (frp) on the Shear Strength of R.C Beam [PDF]

open access: yesKirkuk Journal of Science, 2010
This research includes the findings of a workable study investigation for topic of externally strengthening by polymer fiber strips (FRP) of shear span and its impact on the behavior of reinforced concrete beams. The study was carried out by casting (18)
Bakhtiar A. Muhaiddin, Bayar J. Mohammed
doaj   +1 more source

Premature destruction of two-span RC beams exposed to high temperature caused by a redistribution of shear forces

open access: yesJournal of Civil Engineering and Management, 2017
When multi-span RC elements are exposed to fire one usually observes a yielding of span cross-sections while a safety reserve of support cross-sections is still significant. Due to this phenomenon a redistribution of bending moments occurs and the values
Robert Kowalski   +2 more
doaj   +1 more source

EFFECT OF PRESTRESSING STRANDS ON THE LOAD DEFLECTION BEHAVIOR OF STEEL BEAMS [PDF]

open access: yesJournal of Engineering and Sustainable Development, 2019
Seven simply supported steel beams were tested to explain the effect of strengthening by external prestressing strands. All of these beams have the same steel section, clear span length and the strengthening samples implemented by two external ...
Kamal Shahada Mahmoud   +2 more
doaj   +2 more sources

Effect of using different configurations of NSM-CFRP strips on the flexural strength of RC beams [PDF]

open access: yesMATEC Web of Conferences
The main objective of this research is to study, experimentally, the flexural strength of lightweight reinforced concrete (LWRC) beams strengthened using the near-surface mounted carbon fiber reinforced polymer technique (NSM-CFRP). Four simply supported
Katkhuda Hasan, Sahawneh Haitham
doaj   +1 more source

Numerical Investigation on Dynamic Response of RC T-Beams Strengthened with CFRP under Impact Loading

open access: yesCrystals, 2020
To precisely evaluate the retrofitting effectiveness of Carbon Fiber Reinforced Plastic (CFRP) sheets on the impact response of reinforced concrete (RC) T-beams, a non-linear finite element model was developed to simulate the structural response of T ...
Huiling Zhao   +4 more
doaj   +1 more source

Functional comparison of EncB and EncC cargo proteins in iron storage within the Myxococcus xanthus encapsulin

open access: yesFEBS Letters, EarlyView.
Encapsulins are protein nanocompartments that play an important role in iron storage. In the Myxococcus xanthus encapsulin system, two cargo proteins called EncB and EncC contribute to iron mineralization. Here, we show that EncB and EncC generate iron‐containing minerals with distinct chemical compositions, suggesting that the composition of stored ...
Harry B. McDowell   +2 more
wiley   +1 more source

A light‐triggered Time‐Resolved X‐ray Solution Scattering (TR‐XSS) workflow with application to protein conformational dynamics

open access: yesFEBS Open Bio, EarlyView.
Time‐resolved X‐ray solution scattering captures how proteins change shape in real time under near‐native conditions. This article presents a practical workflow for light‐triggered TR‐XSS experiments, from data collection to structural refinement. Using a calcium‐transporting membrane protein as an example, the approach can be broadly applied to study ...
Fatemeh Sabzian‐Molaei   +3 more
wiley   +1 more source

REINFORCED CONCRETE TWO-SPAN CONTINUOUS DEEP BEAMS. [PDF]

open access: yesProceedings of the Institution of Civil Engineers - Structures and Buildings, 1998
This paper describes the structural behaviour of two equal span continuous reinforced concrete deep beams with clear shear span/depth of web ratios less than 1.3 and loaded symmetrically from the top. The main mode of failure of such beams is characterized by the formation of two symmetrical inclined cracks emanating from the edges of the central ...
openaire   +1 more source

Characterization of Defect Distribution in an Additively Manufactured AlSi10Mg as a Function of Processing Parameters and Correlations with Extreme Value Statistics

open access: yesAdvanced Engineering Materials, EarlyView.
Predicting extreme defects in additive manufacturing remains a key challenge limiting its structural reliability. This study proposes a statistical framework that integrates Extreme Value Theory with advanced process indicators to explore defect–process relationships and improve the estimation of critical defect sizes. The approach provides a basis for
Muhammad Muteeb Butt   +8 more
wiley   +1 more source

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