Results 1 to 10 of about 23,177 (159)

Effect of orientation of stirrups in combination with shear span to depth ratio on shear capacity of RC beams [PDF]

open access: yesHeliyon, 2021
The shear behavior of reinforced concrete (RC) beams has been a major research area for a long time. Since the shear response of RC beams is affected by different factors, many researchers have reported that the nature of shear behavior is complicated. One of these factors worth investigating is the inclination of shear reinforcements.
Temesgen Wondimu Aure   +1 more
exaly   +5 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   +4 more sources

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

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 testing of steel fiber reinforced expanded-shale lightweight concrete beams with varying of shear-span to depth ratio and stirrups

open access: yesCase Studies in Construction Materials, 2021
Aiming at achieving the beneficial effects from the lightened self-weight of structures, steel fiber reinforced expanded-shale lightweight concrete (SFRELC) is promoting to be applied in structural engineering.
Changyong Li   +5 more
doaj   +3 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

Shear rate effect on the residual strength characteristics of saturated loess in naturally drained ring shear tests [PDF]

open access: yesNatural Hazards and Earth System Sciences, 2020
Residual shear strength of soils is an important soil parameter for assessing the stability of landslides. To investigate the effect of the shear rate on the residual shear strength of loessic soils, a series of naturally drained ring shear tests were ...
B. Lian   +4 more
doaj   +1 more source

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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