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., Haikou 570100,China; 2Key Laboratory of Physical and Chemical Analysis Of Hainan Power Grid, Haikou 570100, China; 3School of Civil Engineering and Architecture, Northeast Electric Power University, Jilin 132012, China a93732309@qq.com, bzhaohl3@hn.csg.cn, chitwdh@126.com, d13844647177@163.com Keywords: reactive power concrete; axial compressive; compressive strength; tress-strain curve Abstract: In order to study the stress-strain relationship of basalt fiber reactive powder concrete (RPC), the compressive stress-strain curve test of four groups of basalt fiber RPC was carried out.
However, there is still no unified calculation model for the constitutive relationship of basalt fibre RPC compression, which also hinders the popularization of basalt fibre RPC in engineering.
Journal of Materials in Civil Engineering, Vol. 8 (1996), p. 1-6

MIZANUR Rahman1,c and Muhammad MOHSIN Mehedi1,d 1Department of Civil Engineering, Bangladesh University of Engineering and Technology (BUET), Dhaka, Bangladesh adebojitmom@gmail.com, barbbiswas@gmail.com, cmizanur@ce.buet.ac.bd, dmohsin790@gmail.com Keywords: Concrete Material Technology; Ionizing Radiation; Radiation Protection, Radiation Shielding Concrete; Radiotherapy.
Tansaction A: Civil Engineering 16, no. 1 (2009)

Fine Ceramic Powder – Supplementary Cementitious Material for Mortar Mix Design Tereza Kulovaná1, a *, Jaroslav Pokorný1, b, Milena Pavlíková1, c, Martina Záleská1, d and Zbyšek Pavlík 1, e 1Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, 166 29 Prague, Czech Republic atereza.kulovana@fsv.cvut.cz, bjaroslav.pokorny@fsv.cvut.cz, cmilena.pavlikova@fsv.cvut.cz, dmartina.zaleska@fsv.cvut.cz, epavlikz@fsv.cvut.cz Keywords: ceramic waste powder; partial cement replacement; cement mortar; pozzolanic activity; mechanical and basic physical properties; MIP analysis.
Authors’ brief introduction The authors are working at the Department of Materials Engineering and Chemistry, Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic.

Early Stage Development of Cement Paste Microstructure HRBEK Vladimir1,a,∗, PETRANOVA Veronika1,2,b and NEMECEK Jiri1,c 1Czech Technical University in Prague, Faculty of Civil Engineering, Department of Mechanics, Thakurova 7/2077, 166 29 Prague 6, Czech Republic 2The Institute of Theoretical and Applied Mechanics AS CR, v. v. i., Prosecka 809/76, 190 00 Prague 9, Czech Republic avladimir.hrbek@fsv.cvut.cz, bveronika.petranova@fsv.cvut.cz, cjiri.nemecek@fsv.cvut.cz Keywords: Cement; Microstructure, Phase; Evolution; SEM; Nano-indentation.
Introduction Over last decades, huge improvement of material microstructure investigation was demanded as a consequence of their detailed engineering.
This is in contrast to recent strategy of the civil engineering business, where shortest construction time is required and therefore the earliest performance of the material should the known.

Loading Tests Research on Mianyang Anchang River Landscape Footbridge Yan Menga, Wu Nanb Bridge Engineering, School of Civil Eng., Southwest Jiaotong University, Chengdu 610031, China a511324910@qq.com, b joanne2009new@sina.com Keywords: landscape footbridge; girder-arch combined structure; tank loading; static test; dynamic test; response ratio Abstract: Crossing Anchang River in Mianyang City，Anchang Landscape Footbridge connects Yuyingba and Baisheng Plaza.
The model was set up by spatial finite element software Midas Civil 2010 and the stiffness, the weight and the boundary conditions of the real structure should be well simulated to ensure that the force transmission is close to actual working condition [1].
Railway Engineering, 2009, 3: 66-69
[6] Yang Jianguo, Wu Liquan．Analysis on loading test and carrying capacity of aluminum alloy frame pedestrian overpass[J]．Structural Engineers．2011, 1: 280-284

Effect of Coal Bottom Ash as Partial Sand Replacement for Lightweight Aggregate Concrete Norhaiza Ghazali1,a*, Khairunisa Muthusamy2,b, Noorul Athirah Abdullah3,c, Muhamad Irfan Muhamad Asri4,d, Nur Farah Aziera Jamaludin5, e 1,2,5Faculty of Civil Engineering Technology, Universiti Malaysia Pahang, Lebuhraya Tun Razak, 26300 Gambang, Pahang, Malaysia 3,4Department of Civil Engineering, College of Engineering, Universiti Malaysia Pahang, 26300 Gambang, Kuantan, Pahang, Malaysia anhaiza@ump.edu.my, bkhairunisa@ump.edu.my, cnorrulathirah1997@gmail.com, dirfanasri19@gmail.com, efarahaziera97@gmail.com Keywords: sustainable concrete; industrial waste; partial fine aggregate replacement; durability; acid resistance Abstract.

Rehabilitation of Masonry Buildings with Fibre Reinforced Mortar: Practical Design Considerations Concerning Seismic Resistance BOEM Ingrid1,a*, GATTESCO Natalino1,b 1Department of Engineering and Architecture, University of Trieste, p.le Europa 1, 34127, Trieste, Italy aboem@dicar.units.it, bgattesco@units.it *corresponding author Keywords: Seismic vulnerability, masonry structures, structural refurbishment, composite materials, FRM, analytical provisions, numerical simulations Abstract.
Acknowledgements The financial support of the Italian Department of Civil Protection (“Reluis 2019-2021, WP5”) is gratefully acknowledged.
In: Proceedings of the 7th International Conference on FRP Composites in Civil Engineering, CICE 2014, Vancouver (CA)
Engineering Structures, 118 (2016) 167–177

Study on the nanocomposite foamof cardanol phenolic resin and organo-modified montmorillonite Ming Niu1,Guojian Wang1, 2* 1School of Materials Science and Engineering, Tongji University, Shanghai 201804, China; 2 Key Laboratory of Advanced Civil Engineering Materials, Ministry of Education, Shanghai 201804, China, * Corresponding author address: School of Materials Science and Engineering, Tongji University, 4800 Cao’an Road, Shanghai, 201804, China E-mail: wanggj@tongji.edu.cn (G.
Consequently, phenolic foam is very suitable in the fields such as building materials for civil construction, passenger and military aircraft, and naval vessels, where fire resistance is critical.

Numerical Analysis of Masonry Structures Through a Modified Composite Interface (MCI) Model Di Lallo Ylenia1,a, Rapone Davide1,b, Masciotta Maria Giovanna1,c*, Brando Giuseppe1,d 1Department of Engineering and Geology, University “G.
It is worth of being noticed that the geometry of the modules has been defined according to a rational reverse engineering process in order to allow replicating with good approximation crack patterns very close to those observed in reality.
Acknowledgements The present study has been partially carried out within the framework of the Reluis 2019-2021 Italian Research Project (WPs 2 and 4), funded by the Italian Civil Protection, as well as within the framework of the National Operational Programme on Research and Innovation (Attraction and International Mobility) PON-AIM 2014-2020 Line 2, co-financed by the European Social Fund and by the National Rotation Fund.
Milani, Computational Advances in Masonry Structures: From Mesoscale Modelling to Engineering Application, pp. 1–23, 2010, doi: 10.4203/csets.25.1
CSPFEA, Nonlinear & detail finite element analysis system for civil structures.

Prediction of the Effective Elastic Moduli of the Nanoparticle-reinforced Polymer Matrix Composites Considering Interface Effects Jia-chu Xu1, a, Zong-fu Zhang2,b, Jie Lin3,c 1 Key Lab of Disaster Forecast and Control in Engineering, Ministry of Education of China, Guangzhou 510632, China 2 Department of Mechanics and Civil Engineering, Jinan University, Guangzhou 510632, China 3 Department of Mechanics and Civil Engineering, Jinan University, Guangzhou 510632, China a txjch@jnu.edu.cn, bzhanghanger@163.com, c lanmoony@gmail.com Keywords: nano-particles; composite materials; effective modulus tensor; effective elastic moduli.