Results 11 to 20 of about 24,603 (292)

Dynamic Behavior of a Precast and Partial Steel Joint under Various Shear Span-to-Depth Ratios. [PDF]

open access: yesMaterials (Basel), 2021
The dynamic behavior of a PPSRC beam–column joint is related to constraint effect, strength deterioration and strain rate effect. Then, it can be assessed by bearing capacity, stiffness degradation, displacement ductility and energy consumption.
Fan G   +5 more
europepmc   +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

Seismic axial collapse of short shear span reinforced concrete shear walls

open access: yes, 2020
This thesis addresses the seismic behaviour investigation of reinforced concrete (RC) shear walls in a low-to-moderate seismicity region which faces its own class of challenges inherited from non-seismic construction practice. In the current global norm of shear wall research in high seismicity region, discussions on slender walls in tall buildings and
雷廷尉, Looi, Ting Wee
openaire   +2 more sources

Experimental Study on Shear Capacity of High Strength Reinforcement Concrete Deep Beams with Small Shear Span-Depth Ratio. [PDF]

open access: yesMaterials (Basel), 2020
This study aimed to investigate the shear capacity performance for eight deep beams with HTRB600 reinforced high strength concrete under concentrated load to enable a better understanding of the effects of shear span–depth ratio, longitudinal ...
Zhang JH, Li SS, Xie W, Guo YD.
europepmc   +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

Experimental data of RC beams shear strength with different shear span and strengthening by FRCM system [PDF]

open access: yesE3S Web of Conferences
The article presents the results of experimental testing of reinforced concrete beams with different shear spans and strengthened by the FRCM (Fiber Reinforced Cementitious Matrix) system. The shear spans were 2, 1.5, and 1. Strengthening was performed for shear span 2 with three vertical strips of composite fabric 70 mm width each.
Vegera Pavlo   +3 more
core   +4 more sources

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

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

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

Home - About - Disclaimer - Privacy