Results 1 to 10 of about 21,751 (161)

Shear Strength of Reinforced Concrete Beams with Compression Zone Confinement within the Shear Span [PDF]

open access: yesJournal of Engineering Research - Egypt, 2022
This paper discusses the behavior and strength of reinforced concrete beams with additional stirrups in the compression zone. Seven reinforced concrete beams, 150 mm (width) x 300 mm (depth) x 3400 mm (length) with tension steel ratio 1.5% were tested ...
mohammad elnggar   +2 more
doaj   +2 more sources

Fracture toughness of RC beams with different shear span [PDF]

open access: yesMATEC Web of Conferences, 2018
This article presents the results of experimental investigation of reinforced concrete beams without transverse reinforcement on the shear. In researching, the variable parameter was relative span to effective depth ratio, which acquired the values a/d=2,
Vegera Pavlo   +2 more
doaj   +2 more sources

Effect of shear span-to-depth ratio on posttensioned concrete crane beams shear capacity [PDF]

open access: yesMATEC Web of Conferences, 2020
The shear span-to-depth ratio has the most significant influence on the shear capacity of beams and determines their failure mode. The subject of the current project is the shear capacity of precast posttensioned concrete crane beams disassembled after ...
Derkowski Wit, Walczak Rafał
doaj   +2 more sources

Shear Behavior of RC Beams with Full or Partial SFRC Shear Span

open access: yesJournal of Engineering and Sustainable Development, 2007
This study presents experimental and theoretical investigation performed to investigate the shear behavior of reinforced concrete beams without shear reinforcement (stirrups) and with full or partial steel fiber reinforced concrete (SFRC) shear span ...
Ali H. Aziz, Dhia B. Ghailan
doaj   +1 more source

Shear behavior of UHPC beams with small shear span to depth ratios based on MSTM

open access: yesCase Studies in Construction Materials, 2022
Ultra-high performance concrete (UHPC) has been gradually used in structural engineering due to its excellent mechanical performance, however, predicting the shear behavior of the UHPC beams at service load conditions is still a big challenge, especially
Linyun Zhou, Shui Wan
doaj   +2 more sources

Experimental Investigation on Shear Behavior of Non-Stirrup UHPC Beams under Larger Shear Span–Depth Ratios

open access: yesBuildings
Due to the extraordinary mechanical properties of ultra-high-performance concrete (UHPC), the shear stirrups in UHPC beams could potentially be eliminated.
Lifeng Zhang   +6 more
doaj   +2 more sources

The temperature-dependent shear strength of ice-filled joints in rock mass considering the effect of joint roughness, opening and shear rates [PDF]

open access: yesThe Cryosphere, 2023
Global warming causes many rockfall activities in alpine mountains, especially when ice-filled joints in the rock mass become thawed. The warming and thawing of frozen soils and intact rocks have been widely studied in the past several decades; however ...
S. Huang   +4 more
doaj   +1 more source

Shear Behavior of Geopolymer Concrete Slender Beams

open access: yesBuildings, 2023
This study investigates the shear behavior of slender steel-reinforced geopolymer concrete (GPC) beams with the shear span to effective depth ratio (a/d) of 4.5 and 5.0.
Muhammad Tauqir   +4 more
doaj   +1 more source

EFFECT OF WEB OPENING'S SHAPE ON THE BEHAVIOR OF HYBRID REINFORCED CONCRETE DEEP BEAMS UNDER REPEATED LOADING [PDF]

open access: yesJournal of Engineering and Sustainable Development, 2019
This research aims to study experimentally behavior of hybrid deep beams with web openings when subjected to two points' monotonic and repeated loading in effect of web openings shape.
Dr. Sawsan Akram Hassan   +1 more
doaj   +3 more sources

Shearing Characteristics of Mortar–Rock Binary Medium Interfaces with Different Roughness

open access: yesApplied Sciences, 2023
This study focuses on the crucial role of the shear characteristics of the mortar–rock interface (MRI) in geotechnical engineering. These properties largely determine the effectiveness of engineering reinforcement measures such as anchoring and grouting.
Yanlin Zhao   +3 more
doaj   +1 more source

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