作者: Carl Zweben
DOI: 10.1177/002199837801200407
关键词: Composite material 、 Ultimate tensile strength 、 Materials science 、 Aramid 、 Structural engineering 、 Flexural modulus 、 Flexural strength 、 Compressive strength 、 Tension (physics) 、 Three point flexural test 、 Compression (physics)
摘要: An analysis is presented for the strength in three-point flexural loading of a rectangular unidirectional composite beam reinforced with Keviar®1 49 aramid fibers. The material behavior assumed to be linearly elastic tension and elastic-perfectly plastic compression. statistical effects volume stress distribution on tensile are included model. predicted agrees reasonably well experimental data.