A novel double bridging-slipping (DBS) concept to overcome deformation incompatibility of textile reinforced-engineering cementitious composite (TR-ECC)

Author:

Li Weiwen,Lu Yao,Shi Tiansheng,Wang Peng

Funder

Shenzhen University

Science, Technology and Innovation Commission of Shenzhen Municipality

Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference30 articles.

1. Textile-reinforced mortar (TRM) versus fibre-reinforced polymers (FRP) in flexural strengthening of RC beams;Raoof;Constr. Build. Mater.,2017

2. The feasibility of modified magnesia-phosphate cement as a heat resistant adhesive for strengthening concrete with carbon sheets;Zhang;Appl. Sci. -Basel,2016

3. Textile-reinforced mortar (TRM) versus fiber-reinforced polymers (FRP) in shear strengthening of concrete beams;Tetta;Compos. B Eng.,2015

4. Bond between textile-reinforced mortar (TRM) and concrete substrates: experimental investigation;Raoof;Compos. B Eng.,2016

5. Flexural strengthening of RC beams using textile reinforced mortar - experimental and numerical study;Elsanadedy;Compos. Struct.,2013

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