Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Tung M. Tran"'
Autor:
Thong M. Pham, Harrison Hyde, Maw K. Kaung, Yan Zhuge, Duong T. Tran, Des Vlietstra, Tung M. Tran
Publikováno v:
Defence Technology, Vol 40, Iss , Pp 138-153 (2024)
Polypropylene (PP) fibres have primarily used to control shrinkage cracks or mitigate explosive spalling in concrete structures exposed to fire or subjected to impact/blast loads, with limited investigations on capacity improvement. This study unveil
Externí odkaz:
https://doaj.org/article/dd60e4c0d2a6439e87307a322257011b
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 18, Iss 1, Pp 1-15 (2024)
Abstract This study investigated the effect of rubber content on the mechanical characteristics of ultra-high-performance rubberised concrete (UHPRuC). The results revealed a distinctive non-linear decrease in the dry density of UHPRuC as the rubber
Externí odkaz:
https://doaj.org/article/6beefbeeb6014aa886e6f855d1664b8d
Publikováno v:
Construction and Building Materials. 224:584-599
This study experimentally investigates the durability characteristics of rubberized concrete up to 30% rubber content. The durability characteristics including the carbonation depth, standard potential, water absorption, and initial rate of absorptio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eeba816915a810410b76cf33f21a5dfa
https://doi.org/10.1016/j.conbuildmat.2019.07.048
https://doi.org/10.1016/j.conbuildmat.2019.07.048
Autor:
Muhammad N. S Hadi, Tung M. Tran
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 170:603-617
A capacity model for shear strength of reinforced-concrete exterior beam–column joints subjected to quasi-static cyclic loading is established. In this model, only a fraction of this force is asserted to be transferred into the joint core, the rema
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c36e354dc20ce18c18060dda22f5ba1c
https://doi.org/10.1680/jstbu.15.00022
https://doi.org/10.1680/jstbu.15.00022
Autor:
Wensu Chen, Junli Liu, Phuong Tran, Tung M. Tran, Voon-Loong Pang, Thong M. Pham, Hong Hao, Feng Shi
Publikováno v:
Construction and Building Materials. 265:120753
With the aim of incorporating sustainability into the ordinary concrete production, the construction industry has been utilizing solid waste materials to replace raw ingredients such as natural aggregates and cement. A practical solution to this is t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9f6ed883594a175c9d7047e20f6d6d65
https://doi.org/10.1016/j.conbuildmat.2020.120753
https://doi.org/10.1016/j.conbuildmat.2020.120753
Publikováno v:
Construction and Building Materials
This study experimentally examines the dynamic characteristics of concrete made of waste car tyres as both fine and coarse aggregates (rubberized concrete), resulting in light-weight concrete with the densities of 2350 kg/m3, 2091 kg/m3, and 1833 kg/
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ce3e2a64303c34a3a83866c18b4028af
https://doi.org/10.1016/j.conbuildmat.2019.117705
https://doi.org/10.1016/j.conbuildmat.2019.117705
Autor:
Muhammad N. S Hadi, Tung M. Tran
Publikováno v:
Materials and Structures. 49:467-485
This study evaluates the effectiveness of a new method for seismic strengthening of exterior RC beam–column connections and develops a joint shear strength model for the strengthened connections. Four RC exterior connections without transverse rein
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fdae21b9a4fcbc150be5c18bec3f7f31
https://doi.org/10.1617/s11527-014-0511-4
https://doi.org/10.1617/s11527-014-0511-4
Autor:
Muhammad N. S Hadi, Tung M. Tran
Publikováno v:
Construction and Building Materials. 63:161-173
This paper introduces a new method for retrofitting reinforced concrete (RC) exterior beamcolumn T joints, using segmental circular concrete covers together with Carbon Fibre Reinforced Polymer (CFRP). Two RC T connections without transverse reinforc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5e5181306775462b8c70619c56edc46b
https://doi.org/10.1016/j.conbuildmat.2014.04.019
https://doi.org/10.1016/j.conbuildmat.2014.04.019
Publikováno v:
Magazine of Concrete Research. 66:514-530
A new empirical model to estimate the joint shear strength of both exterior and interior beam–column connections is proposed. In the model, four parameters that have the most influence on joint shear strength are considered. Among these four, a new
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::de17557ef09da90f85da77b2846f0e51
https://doi.org/10.1680/macr.13.00310
https://doi.org/10.1680/macr.13.00310
Publikováno v:
Procedia Engineering. :307-313
This study aims to investigate the structural behavior and failure modes of fiber-reinforced-polymer (FRP) confined concrete wrapped with different FRP arrangements. A total of twenty four specimens were cast and tested, with three of these specimens
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::039c7cb8f399f0addbd7cac5c3f2ba28