Results 21 to 30 of about 758,737 (210)

Flexural Behavior of RC Slabs Strengthened in Flexure with Basalt Fabric‐Reinforced Cementitious Matrix [PDF]

open access: yesAdvances in Materials Science and Engineering, 2018
This paper presents both experimental and analytical research results for predicting the flexural capacity of reinforced concrete (RC) slabs strengthened in flexure with basalt fabric‐reinforced cementitious matrix (FRCM). A total of 13 specimens were fabricated to evaluate the flexural behavior of RC slabs strengthened with basalt FRCM composite and ...
Sugyu Lee   +3 more
openaire   +2 more sources

Flexural–torsional buckling of thin-walled composite box beams [PDF]

open access: yes, 2007
Buckling of an axially loaded thin-walled laminated composite is studied. A general analytical model applicable to the flexural, torsional and flexural–torsional buckling of a thin-walled composite box beam subjected to axial load is developed.
Lee, Jaehong, Vo, Thuc
core   +1 more source

Toughness of Timber Beams Strengthened with Jute Fibers

open access: yesTikrit Journal of Engineering Sciences, 2020
This research involves investigating the toughness behavior of timber beams strengthened by jute fibers with various forms of strengthening. Ten timber specimens with dimensions (70×100×1000) mm are divided into four groups and loaded under a third point
Aziz I. Abdulla, Reem Thaker Mahmoud
doaj   +1 more source

Flexural behaviour of RC beams strengthened with prestressed steel wire ropes polymer mortar composite

open access: yesJournal of Asian Architecture and Building Engineering, 2022
This paper presents an experimental study on the flexural behavior of reinforced concrete (RC) beams strengthened with prestressed steel wire ropes-polymer mortar composite (PSWR-PM).
Zhan-Qiang Liu, Zi-Xiong Guo, Yong Ye
doaj   +1 more source

Critical review of strength and durability of concrete beams externally bonded with FRP

open access: yesCogent Engineering, 2018
Externally bonded fibre reinforced polymer (FRP) has been proven to be a successful strengthening technique for deteriorated and aged structures.
Sallal R. Abid, Karrar Al-lami
doaj   +1 more source

Sustainability of Lap Splice in Externally Near Surface Mounted Bars of Reinforced Concrete Beam [PDF]

open access: yesPort Said Engineering Research Journal, 2023
The Near Surface Mounted (NSM) is a method to strengthen and rehabilitate components of the reinforced concrete (RC) flexural and shear strength in the tension side of the concrete, it consists of positioning the reinforcement bars in grooves scratched ...
khaled khalil, Mohamed Farouk, AZZA ANAN
doaj   +1 more source

Flexural Behavior of Reinforced Concrete Voided Slabs Strengthened with Different Types of FRP: State-of-the-Art Review

open access: yesTikrit Journal of Engineering Sciences, 2023
Some reinforced concrete slabs may require rehabilitation or strengthening due to load increment caused by a change in the function for which they were built or unintentional errors during design or execution.
Yaseen Ali Salih   +3 more
doaj   +1 more source

Flexural strengthening of an RC column with FRP anchors

open access: yes, 2018
Example of flexural strengthening of an RC column with FRP ...
Michael Griffith (4185556)   +2 more
core   +1 more source

A Flexural Behavior of Full-Scale RC Beam Strengthened Using Glass Fiber Reinforced Polymer: Experimental Research

open access: yesJournal of the Civil Engineering Forum
Reinforced Concrete (RC) structures, though strong and economical, may need to be strengthened due to increased load demand for upgraded room functions. Strengthening an RC beam element with Glass Fiber Reinforced Polymer (GFRP) offers flexural strength
Oktalia Wuranti Putri   +5 more
doaj   +2 more sources

EFFECT OF STRENGTHENING METHOD AND DEVELOPMENT LENGTH ON FLEXURAL STRENGTH OF RC BEAMS WITH STEEL PLATES [PDF]

open access: yesJournal of Engineering Science and Technology, 2018
The test result of an experimental study on the flexural strength of reinforced concrete beams strengthened with steel plates is presented. The beams were simply supported and loaded monotonically with two point loads.
RENDY THAMRIN
doaj  

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