Experimental investigation of mechanical behaviour of waste infused hybrid glass/epoxy composites

2022 ◽  
Author(s):  
T. Sivagangai ◽  
Murali Pravallika Yandra ◽  
Greeshma Varsha Muddaraboina ◽  
Sai Kowshik Maddi
2000 ◽  
Vol 19 (5) ◽  
pp. 396-402 ◽  
Author(s):  
V. PADAKI NAVEEN ◽  
A. VANI ◽  
V. PRAKASHA ◽  
C. J. DIVAKAR ◽  
T. ANANTHKRISHNAN

2014 ◽  
Vol 31 (9) ◽  
pp. 1131-1138 ◽  
Author(s):  
S. X. Lin ◽  
X. R. Chu ◽  
W. K. Bao ◽  
J. Gao ◽  
L. Q. Ruan

2018 ◽  
Vol 188 ◽  
pp. 7-14 ◽  
Author(s):  
Chenghai Xu ◽  
Leying Song ◽  
Hanxing Zhu ◽  
Songhe Meng ◽  
Weihua Xie ◽  
...  

Author(s):  
Thanyawat Pothisiri ◽  
Pitcha Jongvivatsakul ◽  
Vanichapoom Nantavong

<p>The use of post‐installed rebars into existing reinforced concrete structures bonded with epoxy resins was constantly increasing due to the advantage of equivalent or even higher bearing capacities at service temperature, compared with conventional cast‐in‐place rebars. Previous studies have examined the effects of different parameters on the mechanical properties of bonded post‐installed rebars at normal temperature. These studies showed that, for rebar diameter equal to 10 mm, the load bearing capacity increases linearly with the embedment length up to 75 mm. However, upon exposure to high temperatures, the glass transition of epoxy resins may occur and affect the mechanical behaviour of the adhesive bond. Studying the mechanical behaviour of an adhesive anchor at high temperatures is therefore necessary. An experimental investigation is conducted herein to examine the characteristics of the adhesive bonding stress between steel rebar and concrete interface at elevated temperatures using a series of pull‐out tests with varying rebar diameters and embedment lengths.</p>


Author(s):  
Isabela Leão Amaral da Silva ◽  
Alice Barreto Bevitori ◽  
Caroline Gomes de Oliveira ◽  
Frederico Muylaert Margem ◽  
Sergio Neves Monteiro

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