Results 61 to 70 of about 1,592 (176)
Shear Strength Capacity of Reinforced Concrete Corbels
Many researchers had experimentally investigated the parameters influencing the reinforced concrete corbel behavior and shear capacity. The main parameters studied in these researches were the influence of concrete compressive strength (f_c^'), shear ...
Eyad K. Sayhood +2 more
doaj +1 more source
Corbel Equal Opportunities Survey And Recommendations
This document a) aims to give an overview of the current state of Equal Opportunities Policy in the research infrastructures (RIs) involved in CORBEL, b) provides recommendations for setting up Equal Opportunities policies. The status quo of Equal Opportunities Policy in CORBEL was assessed using a survey of existing or planned equal opportunity or ...
Ali Khan, Asrar, Raess, Michael
openaire +2 more sources
The paper presents an experimental analysis of tracking the path of the cracks and crack growth in strengthened or repair reinforced concrete short corbels bonded by carbon fiber fabrics under static and dynamic loads.
I. Ivanova, J. Assih
doaj
The utilization of FRP in strengthening of reinforced concrete (RC) columns has garnered significant attention in the past two decades. Researchers have proposed the use of near-surface mounted (NSM) FRP bars with (hybrid) or without FRP jackets ...
Mohsen Ali Shayanfar +2 more
doaj +1 more source
Optimizing different damaged reinforced concrete corbel characteristics utilizing CFRP sheets
Concrete corbels are short cantilever constructions that may lose their strength over time because of loads that happen over and over again. As an external bonding method for reinforcement, carbon fiber-reinforced polymer (CFRP) strips are utilized to ...
Salah Aborgheef +1 more
doaj +3 more sources
Prefabricated Corbel Keyway Hollow Column Inspection Pit for Urban Rail Transit Inspection Depot
[Objective] The existing column inspection pit track bed of the urban rail transit train inspection depot has various disadvantages such as low construction efficiency, large cross-sectional size, and large embedded parts number.
LIU Guan +3 more
doaj +1 more source
This study was conducted to evaluate the seismic performance of an exterior precast concrete (PC) beam–column joint with ultra-high-performance fiber-reinforced concrete (UHPFRC).
Seungki Kim, Jinwon Shin, Woosuk Kim
doaj +1 more source
ObjectiveTraditional prefabricated beam-column joints mainly adopt grouted sleeve connections, classified as rigid joints, which suffer from excessive on-site wet work and potential defects like inadequate grouting.
WU Fanchao, ZHENG Min, WU Yingxiong
doaj
Analysis of Shear Model for Steel-Fiber-Reinforced High-Strength Concrete Corbels with Welded-Anchorage Longitudinal Reinforcement. [PDF]
Li SS +7 more
europepmc +1 more source

