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PERPENDICULAR TO GRAIN FAILURE OF BEAMS CAUSED BY CONCENTRATED LOADS OF JOINTS

机译:垂直于由集中荷载引起的梁的晶粒失效

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摘要

A fracture mechanical model developed by Van de Put, is presented to explain the induced splitting strength by connections. Comparison is also made with a fracture model of Larsen & and Gustafsson in evaluating tests from various sources. The Van de Put model appears to fit the test results best. This model assumes that shear is the governing failure mode and not tension perpendicular to grain failure. This model is incorporated in the final draft of the Eurocode 5. The model is valid for connections that transfer the load by shear planes such as connections with dowel type fasteners (nails, screws, dowels, bolts) and connectors like split-rings and toothed-plates etc.
机译:提出了一种由Van De Put开发的骨折机械模型,以通过连接解释诱导的分裂强度。还通过Larsen&和Gustafsson的裂缝模型进行了比较,评估各种来源的测试。 Van De Put Model似乎最佳地适合测试结果。该模型假定剪切是控制故障模式,而不是垂直于晶粒故障的张力。该型号纳入欧洲频段5的最终草稿中。该模型适用于通过剪切平面转移负载的连接,例如与销钉类型紧固件(钉子,螺钉,销钉,螺栓)和连接器如分体式和齿形的连接 - 输入等。

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