Results 21 to 30 of about 115,149 (243)

Bond–slip Behavior of Fiber-reinforced Polymer/concrete Interface in Single Shear Pull-out and Beam Tests [PDF]

open access: yes, 2015
It has been assumed that the fiber-reinforced polymer/concrete interface is subjected to in-plane shear condition when intermediate crack debonding failure occurs.
Harries, Kent A.   +2 more
core   +2 more sources

Seismic Retrofit of a Historical Building in Tehran University Museum Using FRP Technology and Steel Jacketing [PDF]

open access: yesJournal of Rehabilitation in Civil Engineering, 2016
In this paper evaluation of seismic capacity of a historical building is carried out. It had been used as a national library about 40 years ago. Also, before that, it had been constructed as a part of a Royal complex.
Omid Rezaeifar   +2 more
doaj   +1 more source

Response of beam-to-column web cleated joints for FRP pultruded members [PDF]

open access: yes, 2013
Physical testing is used to characterize the structural properties of beam-to-column joints, comprising pultruded fiber-reinforced polymer (FRP) H-shapes of depth 203 mm, connected by 128 mm-long web cleats and two M16 bolts per leg. Testing is performed
American Composites Manufacturers Association (ACMA)   +9 more
core   +2 more sources

Pre-Cracked Concrete Shear Strengthened with External CFRP Strips [PDF]

open access: yesJournal of Rehabilitation in Civil Engineering, 2013
In reinforced concrete design, there are situations where transfer of shear across a specific plane needs to be considered. Examples of such situation include corbels, bearing shoes, ledger beam bearing, and a host of connection between precast concrete ...
H. Shariatmadar   +2 more
doaj   +1 more source

GMDH-Network to Estimate the Punching Capacity of FRP-RC Slabs [PDF]

open access: yesJournal of Soft Computing in Civil Engineering, 2017
Determination of the punching shear capacity of FRP-reinforced concrete slabs was studied in this paper. A database including 81 pairs of data was collected and used.
Alla Azimi
doaj   +1 more source

Experimental Study on the Lateral Resistance of Reinforced Glued-Laminated Timber Post and Beam Structures

open access: yesJournal of Asian Architecture and Building Engineering, 2017
Nine cyclic tests were conducted on full-scale one-story, one-bay timber post and beam construction specimens to study the lateral resistance of reinforced glued-laminated timber post and beam structures.
Haibei Xiong   +3 more
doaj   +1 more source

Extrapancreatic actions of incretin-based therapies on bone in diabetes mellitus [PDF]

open access: yes, 2015
Diabetes mellitus is correlated with modifications in bone microarchitectural and mechanical strength, leading to increased bone fragility. The incretin hormones, with a classical effect to increase insulin secretion following food ingestion, are now
Arafat, Mohammad   +6 more
core   +1 more source

Built-Up Fiber-Reinforced Polymers (FRP) Profiles with Improved Shear Performance for FRP–Concrete Hybrid Section

open access: yesBuildings, 2023
Fiber-reinforced polymer (FRP)–concrete hybrid sections, composed of FRP profiles and a concrete slab, have gathered attention in construction due to their lightweight, easy installation, and high durability.
Qifeng Zhang, Zuohong Xu, Yuqing Hu
doaj   +1 more source

Axial Capacity Estimation of FRP-strengthened Corroded Concrete Columns [PDF]

open access: yesJournal of Soft Computing in Civil Engineering
This research presents a machine learning (ML) based model to estimate the axial strength of corroded RC columns reinforced with fiber-reinforced polymer (FRP) composites.
Chandan Gupta   +5 more
doaj   +1 more source

OVERVIEW OF THE DIFFERENT METHODS FOR REPAIRING CONCRETE SLABS [PDF]

open access: yesSINAI International Scientific Journal
The objective of this research paper is to explore various techniques for repairing concrete components, specifically slabs. Based on the test results, the MA-UFRP system was found to enhance the flexural strength of the slabs by up to 43%.
Muhammad Bushnaq   +2 more
doaj   +1 more source

Home - About - Disclaimer - Privacy