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

机译：节点的集中载荷引起的梁的垂直损坏

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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Van de Put开发的断裂力学模型，以解释通过连接引起的劈裂强度。还使用Larsen＆Gustafsson的裂缝模型在评估来自各种来源的测试时进行了比较。 Van de Put模型似乎最适合测试结果。该模型假定剪切是控制失效模式，而不是垂直于晶粒破坏的张力。该模型已包含在Eurocode 5的最终草案中。该模型适用于通过剪切平面传递载荷的连接，例如用销钉式紧固件（钉子，螺钉，销钉，螺栓）和连接器（如开口环和齿形）的连接-盘子等

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来源
《7th World Conference on Timber Engineering, WCTE 2002 Vol.3, Aug 12-15, 2002, Shah Alam, Malaysia》|2002年|p.145-152|共8页
会议地点 Shah Alam(MT);Shah Alam(MT)
作者
A.J.M. Leijten;
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作者单位

Delft University of Technology, P.O. Box 5048, 2600 GA Delft, the Netherlands;

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会议组织
原文格式 PDF
正文语种 eng
中图分类建筑科学;
关键词
timber; connection; splitting; perpendicular to grain; fracture energy;

机译：木材;连接;劈裂;垂直于谷物;断裂能;

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专利

1. PERPENDICULAR TO GRAIN FAILURE OF BEAMS CAUSED BY CONCENTRATED LOADS OFJOINTS [J] . LEIJTEN A.J.M, VAN DE PUT T.C.A.M. Journal of the Institute of Wood Science . 2004,第6期

机译：节点的集中载荷引起的梁的垂直损坏
2. PERPENDICULAR TO GRAIN FAILURE OF BEAMS CAUSED BY CONCENTRATED LOADS OFJOINTS [J] . LEIJTEN A.J.M, VAN DE PUT T.C.A.M. Journal of the Institute of Wood Science . 2004,第6期

机译：节点的集中载荷引起的梁的垂直损坏
3. Brittle Failures in Timber Beams Loaded Perpendicular to Grain by Connections [J] . Jorgen L. Jensen, Pierre Quenneville, Ulf Arne Girhammar, Journal of materials in civil engineering . 2015,第11期

机译：通过连接垂直于谷物加载的木梁的脆性破坏
4. PERPENDICULAR TO GRAIN FAILURE OF BEAMS CAUSED BY CONCENTRATED LOADS OF JOINTS [C] . A.J.M. Leijten World conference on timber engineering . 2002

机译：垂直于由集中荷载引起的梁的晶粒失效
5. An investigation into the behavior of fiber-reinforced polymer (FPR) beams subjected to concentrated loads in the plane of the web. [D] . Borowicz, David Todd. 2010

机译：研究纤维增强聚合物（FPR）梁在纤维网平面中受到集中载荷的行为。
6. The Problem of Compressive Strength in Direction Perpendicular to the Grains on Example of Tests of the Load-Bearing Capacity of the Continuously Supported Timber-Frame Sill Plates [O] . Janusz Brol, Jan Kubica, Marek Węglorz 2020

机译：以连续支承的木框门槛板的承载力试验为例的垂直于晶粒的抗压强度问题
7. Round Timber Joints under Tensile Loading Perpendicular to the Grain [O] . Kristýna Klajmonová, Antonín Lokaj 2016

机译：在垂直于颗粒的拉伸载荷下的圆形木材接头

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

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