Fiber Reinforced Polymer (FRP) Composites for Construction

Contributors: Guo, Rui, Wang, Bo, Yang, Muye, He, Weidong, Zhang, Chuntao

Subject Terms: glass fiber-reinforced polymer, beam-to-column, seismic performance, shear capacity, AAC blocks, FRP strengthening, shear behavior, masonry walls, diagonal compression, fiber-reinforced polymer (FRP) composites, elevated temperatures, mechanical properties, reduction factor, constitutive model, basalt-fiber-reinforced polymers (BFRP), larger-diameter cable, dispersed-tendon anchoring method, finite-element (FE) analysis, full-scale experiment, X80 pipeline girth weld, ductile fracture, damage model, tensile strength, ABAQUS, finite element analysis (FEA), fiber reinforcement polymer (FRP), concrete damage plasticity (CDP), ultra-high-performance concrete (UHPC), carbon fiber-reinforced polymer (CFRP), concrete column, axial compression performance, AR-glass textile, textile-reinforced mortar, load-carrying capacity, flexural strengthening, reinforced concrete beams, repair, CFRP laminates, externally bonded FRP, NDT methods, inspection, damage detection, glass fiber-reinforced polymer (GFRP), cooling methods, modified constitutive model, high toughness resin concrete with steel wire mesh, concrete, interface bonding behavior, double shear test, shear transfer, joints, carbon fiber-reinforced polymers (CFRPs), glass fiber-reinforced polymers (GFRPs), non-metallic reinforcement, carbon reinforced concrete, adhesion, friction, dowel action, engineered cementitious composite, polyvinyl-alcohol fiber, bi-surface shear test, roughness surfaces, slant shear test, substrate concrete, Technology: general issues, Oncology

File Description: application/octet-stream

Access URL: https://directory.doabooks.org/handle/20.500.12854/152906
https://mdpi.com/books/pdfview/book/10081

Influences of interface bonding behavior on the arresting performance of CFRP buckle arrestors - Part I: Experiments

Authors: Wang, Xipeng ^{a, b}, Ding, Zhi ^b, Yuan, Lin ^c, Wang, Yingying ^d, Gong, Shunfeng ^{a, ⁎}

Source: In Ocean Engineering 1 December 2024 313 Part 2

Study on Bonding Behavior between High Toughness Resin Concrete with Steel Wire Mesh and Concrete

Authors: Qu Yu, Yu Ren, Anhang Liu, Yongqing Yang

Source: Buildings, Vol 14, Iss 5, p 1341 (2024)

Subject Terms: high toughness resin concrete with steel wire mesh, concrete, interface bonding behavior, double shear test, Building construction, TH1-9745

File Description: electronic resource

Relation: https://www.mdpi.com/2075-5309/14/5/1341; https://doaj.org/toc/2075-5309

Access URL: https://doaj.org/article/7ceb80be74354d5ab34cce4ad78eb484