A review on application of structural adhesives in concrete and steel–concrete composite and factors influencing the performance of composite connections

P Kumar, A Patnaik, S Chaudhary - International Journal of Adhesion and …, 2017 - Elsevier
This paper chronicles the use of structural adhesives in civil engineering construction since
its inception. The usage of structural adhesives as effective and popular strengthening …

Experimental and analytical selection of sustainable recycled concrete with ceramic waste aggregate

K Rashid, A Razzaq, M Ahmad, T Rashid… - Construction and Building …, 2017 - Elsevier
This experimental and analytical investigation is conducted to develop a sustainable
recycled concrete by incorporating ceramic waste as coarse aggregate. In order to achieve …

Experimental investigation of the bond strength between new to old concrete using different adhesive layers

K Rashid, M Ahmad, T Ueda, J Deng, K Aslam… - … and Building Materials, 2020 - Elsevier
This work was designed to evaluate the performance of adhesive layers between substrate
concrete and freshly overlaid concrete, under the action of tensile and shear stresses. Four …

[HTML][HTML] Cracking behavior of geopolymer concrete beams reinforced with steel and fiber reinforced polymer bars under flexural load

K Rashid, X Li, Y Xie, J Deng, F Zhang - Composites Part B: Engineering, 2020 - Elsevier
The cracking pattern and spacing in reinforced concrete (RC) structures considerably
influence structural performance. Cracking may be severe with the utilization of fiber …

Investigation of fatigue damage of new-old concrete interface based on piezomagnetic effect

ZY Xie, DW Zhang, X Wu - International Journal of Fatigue, 2023 - Elsevier
Prefabricated concrete structures that employ wet connections create a new-old concrete
interface between the pre-cast and cast-in-place layers. To enhance interfacial bonding …

Effect of roughness and adhesive on the strength of concrete-to-concrete interfaces cast from 3D-printed prefabricated plastic formworks

K Zhao, Z Hu, B Wang, Q Li, Y Xu - Construction and Building Materials, 2023 - Elsevier
Increasing interface roughness and using adhesives are two effective methods to improve
the bond strength of the concrete-to-concrete interface. In this paper, the influences of …

Experimental and analytical study on the flexural performance of CFRP-strengthened RC beams at various pre-stressing levels

K Rashid, X Li, J Deng, Y Xie, Y Wang, S Chen - Composite Structures, 2019 - Elsevier
This work aimed to evaluate the flexural performanceof RC beams strengthened by carbon
fibre-reinforced polymer (CFRP) plates, which were applied at the soffit of beams and pre …

Pull‐off capacity of FRP–concrete composite bonded with epoxy/geopolymer at elevated temperature

K Rashid, M Fatima, M Daud, M Ju… - Structural Concrete, 2024 - Wiley Online Library
Externally bonded strengthening technique to the concrete has been widely used with epoxy
adhesive. However, the adhesive is considerably weak against high temperatures, which …

Influence of continuous and cyclic temperature durations on the performance of polymer cement mortar and its composite with concrete

K Rashid, Y Wang, T Ueda - Composite structures, 2019 - Elsevier
Polymer cement mortar (PCM) is a widely used cementitious repairing material due to its
considerable adhesive property with concrete. However, the polymers are sensitive to …

Comparative study on prestress loss and flexural performance of rectangular and T beam strengthened by prestressing CFRP plate

J Deng, K Rashid, X Li, Y Xie, S Chen - Composite Structures, 2021 - Elsevier
Influence of real and small size (laboratory) specimens with different prestress levels on the
flexural performance of RC beam has not yet been compared to verify the reliability of …