Evaluation of the models of concrete winding GFRP experiment.

NIAID Data Ecosystem2026-05-01 收录

混凝土结构加固

复合材料实验

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Evaluation of the models of concrete winding GFRP experiment.

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2024-04-26

XFEM Modelling and Experimental Observations of Foam Concrete Beam Externally-Bonded with KFRP Sheet

混凝土结构加固

有限元分析

Abstract This paper investigates the effect of KFRP composite sheets as a strengthening material in improving the load-carrying resistance of lightweight foam concrete beams using a FEA modelling fram

DataCite Commons2022-09-13 更新70

Experimental Database of 310 Fiber Anchor Tests for Externally Bonded FRP Strengthening on Reinforced Concrete Structures (2005–2025)

混凝土结构加固

纤维锚固系统

This dataset presents a curated collection of 310 fiber anchor tests conducted on concrete structures between 2005 and 2025. The tests cover a variety of anchor configurations, including both bent and

DataCite Commons2025-07-03 更新60

An Anchorage System for Enhanced Bond Behavior between Carbon Fiber Reinforced Polymer Sheets and Cracked Concrete

混凝土结构加固

CFRP粘结性能

Abstract The contribution of CFRP wraps, as an anchorage system, to enhancing bond behavior between CFRP sheet and cracked concrete, was investigated. Thirty six concrete blocks (150 x 150 x 200 mm) w

Figshare2019-09-01 更新50

Data for: Material mechanical properties necessary for structural intervention of concrete structures

混凝土结构加固

材料性能优化

Structural intervention is to restore and/or upgrade mechanical performances of structures. There are many methods for structural intervention for concrete structures, whose structural materials and

NIAID Data Ecosystem70

Data underlying the PhD thesis: Shear behavior of concrete structures strengthened with ultra-high performance fiber-reinforced concrete (UHPFRC)

混凝土结构加固

UHPFRC超高性能混凝土

This dataset presents the data corresponding to PhD thesis titled “Shear behavior of concrete structures strengthened with ultra-high performance fiber-reinforced concrete (UHPFRC)”. Folder chapters 3

4TU.ResearchData2025-02-07 更新60

Evaluation of the models of concrete winding GFRP experiment.

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