Results 21 to 30 of about 2,823,141 (243)
SHEAR STRENGTHENING OF REINFORCED CONCRETE DEEP BEAMS USING GLASS FIBER SHEET
This study examines the shear strength characteristics of deep reinforced concrete beams without shear reinforcement strengthened with glass fiber sheets.
Zana Najmaldin Hasan, Ali Ramadhan Yousi
doaj +1 more source
SUGGESTED EQUATIONS FOR MECHANICAL PROPERTIES OF SELF COMPACTING CONCRETE STRENGTHENED WITH STEEL FIBERS AND EFFECT OF SUCH FIBERS ON SHEAR CAPACITY OF SIMPLY SUPPORTED DEEP BEAMS UNDER AXIAL LOADS [PDF]
Deep beams are structural elements that are commonly designed for bridges, girders, foundation walls, pile caps, and others. Also, using Self Compacting Concrete (SCC) mix for the deep beams is a suitable choice for deep beams because of reinforcement ...
Wissam Khadum Al-Saraj +1 more
doaj +2 more sources
Strength of slender reinforced concrete walls [PDF]
This study is concerned with the behaviour of single span slender reinforced concrete members with depth/span ratios equal to and larger than 1. A series-of deep panels with depth/span ratios between I and 4 was studied experimentally.
Besser Avila, Israel
core +5 more sources
This study investigates experimentally the shear strengthening and repairing of reinforced concrete (RC) deep beams damaged by heat utilizing near-surface mounted carbon fiber reinforced polymers (NSM-CFRP) ropes.
Ahmad Al-khreisat +2 more
doaj +1 more source
EFFECT OF WEB OPENING'S SHAPE ON THE BEHAVIOR OF HYBRID REINFORCED CONCRETE DEEP BEAMS UNDER REPEATED LOADING [PDF]
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
A REVIEW OF BEHAVIOR OF REINFORCED CONCRETE DEEP BEAMS
Reinforced concrete deep beams are structural members having depth much greater than normal in relation to their span, while the thickness in the perpendicular direction is much smaller than either span or depth.
Yaarub Gatia Abtan +1 more
doaj +3 more sources
Thirteen specimens were experimentally tested under single midspan concentrated loads to study the shear behavior of lightweight concrete (LWC) and normal weight concrete (NWC) deep beams with web openings.
Ibrahim G. Shaaban +5 more
doaj +1 more source
Basalt FRP Spike Repairing of Wood Beams [PDF]
This article describes aspects within an experimental program aimed at improving the structural performance of cracked solid fir-wood beams repaired with Basalt Fiber Reinforced Polymer (BFRP) spikes.
Luca Righetti +5 more
core +1 more source
This paper presents a nonlinear finite element modeling and analysis of steel fiber reinforced concrete (SFRC) deep beams with and without openings in web subjected to two- point loading.
Hayder Qais Majeed
doaj +1 more source
Retrofitting of shear strength self-compacting reinforced concrete deep beams with FRP
Experimental program were carried out to investigate the behavior of self-compacting reinforced concrete deep beams retrofitting with carbon fiber reinforced polymer (CFRP). Six simply supported deep beams were tested under symmetrically two point loads,
Al-Bayati Nabeel +2 more
doaj +1 more source

