拉挤
偏转(物理)
复合数
承载力
梁(结构)
结构工程
材料科学
复合材料
弯曲
满标度
工程类
光学
物理
作者
Marat Salakhutdinov,Ivan Kuznetsov,Arslan Khanekov
出处
期刊:Lecture notes in civil engineering
日期:2022-09-29
卷期号:: 363-369
标识
DOI:10.1007/978-3-031-14623-7_32
摘要
The article considers the results of full-scale test of a composite I-beam with a solid web of pultruded fiberglass profiles to determine its bearing capacity, deflection, and stress-strain state. A new design solution of a composite I-beam with a solid web of pultruded fiberglass profiles with a 6-m span for floor slabs or covering of buildings and structures has been developed. The significance of a full-scale test lies in determination of the actual operation and the bearing capacity of a composite I-beam of pultruded fiberglass profiles with a three-point bend and the possibility of further implementation of this type of beams in constructions.
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