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对比研究自攻螺钉、水青冈木榫和水青冈木-自攻螺钉复合榫3种连接节点的单剪承载性能,采用特征值分析法对单剪力-位移进行分析,获得最大荷载、极限荷载、屈服荷载、初始刚度、延性系数、能耗和最终位移等七个参数。结果表明:1)除了初始刚度,采用自攻螺钉的连接节点承载性能优于水青冈木榫连接节点;2)复合榫连接节点的承载力呈现两个极大值峰,第一个极大值高于水青冈木榫连接节点最大值2 kN,第二个极大值高于自攻螺钉连接节点最大值0.7 kN;3)复合榫连接节点的最终位移介于水青冈木榫连接节点和自攻螺钉连接节点之间,耗能能力和自攻螺钉连接节点相当,其他参数均优于自攻螺钉连接节点和水青冈木榫连接节点。综合参数分析,水青冈木-自攻螺钉复合榫能够有效结合自攻螺钉和水青冈木榫的优良特性 相似文献
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为克服木构件端部易开裂、力学性能差等不足,采用粉状碳纤维对木材端面进行增强处理,研究了木构件增强后端部钉节点在交变荷载下的受剪性能。结果表明:在单调荷载下,碳纤维增强后的水曲柳和落叶松木材端部钉节点抗剪力得到大幅改善,分别提高102.54%和78.23%;交变荷载能加速木构件端部钉节点损伤进程,交变荷载频率及荷载变化幅度是影响钉节点抗剪性能的主要因素;不同树种及不同端面钉节点剪切位移增量差异明显,剪切位移增量可用作评价交变荷载下钉节点抗剪性能优劣的参数;增强端面钉节点剪切破坏模式主要表现为钉孔边缘碳纤维涂层出现局部变形及钉剪切变形。增强后的水曲柳及落叶松木构件端面具有更优异的抗疲劳及蠕变性能,可应用于木结构工程。 相似文献
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《中南林业科技大学学报(自然科学版)》2020,(8)
【目的】探讨胶合木T梁的负弯曲性能,观察极限状态下构件的破坏形式,解析极限状态下构件的破坏机理,推导极限承载能力计算模型,以期为工程实际应用提供理论参考依据。【方法】采用跨中荷载试验与理论计算对比方式进行研究,实测分析了两组试件的应变、挠度、抗弯刚度、极限承载力及延性结果,观察分析了胶合木梁的破坏形态与破坏机理,基于Rammer剪切强度公式将弯剪强度理论值和试验值进行了对比。用兴安落叶松作为原材料,以剪跨比、跨高比为参数,设计制作2组即A组3根(高跨比1/12,剪跨比5.2)、B组3根(高跨比1/14,剪跨比6.1),共计6根平行胶合木T梁试件。将T梁反转成倒T梁,在两端简支条件下跨中加载产生正弯矩,使肋板受压、翼板受拉,模拟连续T梁跨中支承截面的受力性能。【结果】1)两组构件整体工作性能良好,受弯时极限破坏形态均为中部顺纹剪切破坏。2)两组构件相比,B组较于A组试件,屈服荷载降低9.7%,跨中屈服位移提高27.5%,极限抗弯承载力降低10.4%,跨中极限位移提高42.7%,抗弯刚度降低36%,延性系数提高22.4%。3)两组构件的荷载应变曲线在达到屈服点之前呈比例关系,满足平截面假定。4)受剪力滞效应影响,两组构件的跨中截面翼缘板正应力横向分布不均匀,呈现随距离肋板中心位置越远而越小的关系,最大差值比率达30%。5)构建了弯剪承载力计算模型,理论值与试验值最大相差3.1%,匹配度较高。【结论】总结了胶合木连续T梁在跨中支承截面的受力变形规律,揭示了其破坏机理,构建了极限弯剪承载力计算模型,经验证,具有一定的可靠性。 相似文献
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为了解木结构建筑不同节点形式抗震性能与受力特性,通过ABAQUS有限元软件建立了透榫和燕尾榫两种榫卯节点,柱脚节点分别为柱脚固接、柱脚带销节点(管脚榫)以及柱脚平置浮搁的木构架模型。在不同单柱轴力的情况下对其进行低周往复荷载模拟,研究木构架循环受力过程的柱脚应力分布特征以及抗震性能,探讨不同轴力、不同柱脚节点、不同榫卯节点对木构架的影响,并基于骨架曲线提出了柱脚平置浮搁木构架的水平荷载-水平位移简化双折线模型。结果表明:在往复荷载下,当柱脚节点为管脚榫和柱脚平置浮搁时,木构架会类似于摇摆柱,表现为柱脚翘起,反复抬升。相对于柱脚固接与透榫木构架,管脚榫、柱脚平置浮搁与燕尾榫木构架的滞回曲线更加饱满,耗能能力更强。柱脚固接木构架有更强的刚度与水平承载力。随着轴力的上升,木构架的刚度与水平承载力也随之上升。研究成果可为传统木结构建筑的保护与状态评估提供基础。 相似文献
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【目的】为探明胶合木-钢夹板螺栓连接的动力性能和抗震性能,确保连接件在车辆、机械振动等动力荷载下的可靠性。【方法】针对胶合木-钢夹板螺栓连接的构造特点,考虑胶合木厚度和螺栓直径之比(厚径比)、螺栓顺纹间距、螺栓并列和错列布置方式等参数的影响,设计制作了4类13组共39个胶合木-钢夹板螺栓连接件,在低周反复荷载作用下进行滞回性能试验。【结果】试验结果表明:在单螺栓连接中,连接部位的破坏模式逐渐由"螺栓刚直"向"双铰"转化,胶合木销槽破坏模式逐渐由销槽整体承压破坏向两端部挤压破坏转变,试件滞回曲线基本都呈现饱满的弓形和棱形,具有良好的耗能能力和抗震性能,但其承载能力较低。在多螺栓连接中,螺栓和胶合木的破坏模式分别以"双铰"破坏和销槽端部挤压破坏为主,试件滞回曲线均呈现饱满棱形,该类试件在承载能力、抗震性能和耗能能力上均有大幅提升;随着螺栓顺纹间距的增大,试件的承载能力不断增大,但螺栓顺纹间距在200 mm时,极限荷载增幅趋于平缓,初始刚度增涨大幅放缓,且整体刚度退化与螺栓顺纹间距为250 mm时基本相同;螺栓并列布置滞回曲线饱满程度好于错列布置;螺栓双排布置承载能力比单排布置的承载能力更高,刚度退化更小。【结论】胶合木-钢夹板螺栓连接具有较好的耗能能力、抗震性能及延性性能;螺栓顺纹间距在200 mm时,抗震性能最佳;螺栓错列布置的抗震性能比并列要好,螺栓双排布置的抗震性能更优越。 相似文献
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锈蚀诱导处理下竹钉和钢钉的抗剪性能 总被引：1，自引：0，他引：1
以钢钉、普通竹钉和压缩竹钉连接SPF(云杉-松木-冷杉类)规格材试件,用质量分数为5%的盐水对试件作锈蚀诱导处理,进行短梁剪切和抗剪试验,探讨锈蚀诱导处理对钉抗剪性能的影响。结果表明,竹钉和木材连接部位呈犬牙交错状,能有效约束木构件,维持其抗剪性能;锈蚀诱导处理对钉连接的水平剪切承载力和极限抗弯承载力的影响不显著,不同钉连接的水平剪切承载力和极限抗弯承载力无显著差异,水平剪切承载力范围为6.08~6.90 k N,极限抗弯承载力范围为6.19~7.01 k N;锈蚀诱导处理使钢钉剪切破坏提前,而对竹钉的极限荷载影响并不显著;锈蚀诱导处理使普通竹钉的极限荷载对应位移显著增大,而对钢钉和压缩竹钉影响不显著。 相似文献
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《林业科学》2021,57(3)
【目的】针对直榫节点受弯时榫头横纹变形较大、刚度和承载力较弱的问题,将"正交胶合木"概念引入直榫节点中,探讨榫头局部正交层板结构对直榫节点受力性能的影响,并提出合理的直榫节点"预增强"方法和参数为传统榫卯节点在现代木结构工程中的应用提供理论与技术支持。【方法】以花旗松普通层板胶合木为材料,设计制作18个足尺直榫节点试件,其中部分试件榫头不作处理(对照组),其他试件榫头加工成正交层板结构。通过节点抗弯试验分析直榫节点的破坏模式和工作曲线,计算得到节点的抗弯刚度和极限弯矩;提出复杂应力状态下的木材本构关系模型,建立直榫节点有限元模型,对其抗弯性能进行模拟。与试验结果对比并验证模型准确性后,基于模型对局部正交层板结构直榫节点进行参数分析,探讨正交层板厚度、宽度等参数对直榫节点受力性能的影响规律。【结果】对照组直榫节点主要破坏模式为榫头端部顶面和根部底面的局部横纹压缩变形,局部正交层板结构可有效缓解榫头横纹压缩变形。与对照组相比,4组不同局部正交层板结构直榫节点的抗弯刚度平均值提升14.0%～36.9%,而极限弯矩有升有降;数值分析结果与试验结果吻合良好;随正交层板宽度增加,直榫节点的抗弯刚度先升后降,而承载力先降后升;随正交层板厚度增加,直榫节点的抗弯刚度呈上升趋势,而承载力呈下降趋势;对本研究直榫节点,建议正交层板厚度与榫头厚度比值取0.25,宽度取210 mm。【结论】局部正交层板结构可提高直榫节点的抗弯刚度,通过合理选择参数还可提高直榫节点的承载力;采用强度和韧性较好的材料,如重组竹和钢板等替代木材层板,可进一步提高直榫节点的抗弯刚度和承载力。 相似文献
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为解决木材利用率低、成本高的问题,提出了一种以零碎短木粘结竹集成而成的竹-短木组合梁。通过3根木梁、3根直拼的竹-短木组合梁(SBT)和3根搭接的竹-实木组合梁(OBT)的三分点加载受弯对比试验,研究了其破坏形态、极限承载力和位移延性等。结果表明:竹-短木组合梁破坏类型为脆性破坏;竹-短木组合梁跨中截面沿高度应变仍基本符合平截面假定;OBT试件受弯承载力平均提高1.6%,力学性能媲美木梁;最后提出了受弯承载力计算简式,与试验结果较为吻合。竹-短木组合梁替代木梁,在小跨度木结构工程中具有应用价值。 相似文献
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Xudong Zhu Ying Gao Songlin Yi Chun Ni Jirong Zhang Xiangya Luo 《Journal of Wood Science》2017,63(3):216-224
This study examined the mechanics and pyrolysis analyses of rotation welding with treated dowels. Test results indicated that welding specimens with dowels immersed in CuCl2 solution exhibited higher pullout resistance than untreated specimens. Scanning electron microscopy was used to observe and analyze the welding interface. Wood dowels immersed in CuCl2 solution provided more flowing molten polymer to obtain better connection than untreated wood dowels. Based on the chemical analyses of X-ray photoelectron spectroscopy, and thermogravimetric analyses, the hydrolysis of cellulose and hemicellulose was detected after immersion of the dowels in a CuCl2 solution. Pyrolysis of cellulose, hemicellulose and lignin occurred during the welding process. The hydrolysis of cellulose and hemicellulose may promote the pyrolysis and efficient connection of wood components during the welding process. 相似文献
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This study examined the temperature distribution during rotation welding process using birch (Betula spp.) wood dowel and Chinese larch (Larix gmelinii) substrates. Wood dowels were divided into two categories including an untreated group and a group pretreated with cupric chloride. The mechanics test results indicated that the pullout resistance of the pretreated group with welded time 3 s showed the best performance. As a fitting analyses result, both the untreated group and pretreated group showed a significant nonlinear relationship among temperature, welded depth and welded time. In the untreated group case, a linear regression relationship was found between the highest temperature of the welding interface and the depth. However, two-stage fitting was used to fit the regression for the pretreated group. Compared with the untreated group, thermogravimetric (TG) analysis of the pretreated group welding interface presented two pyrolytic peaks, and it illustrated that the pretreatment promoted the depolymerization and pyrolysis of wood constituents. 相似文献
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Jørgen Lauritzen Jensen 《Journal of Wood Science》2005,51(6):577-582
A quasi-non-linear fracture mechanics model based on beam on elastic foundation theory is applied for analysis of the splitting
failure of dowel joints loaded perpendicular to grain. Simply supported beams symmetrically loaded by two dowels are considered,
and the effects of edge distance, dowel spacing, and distance between dowels and supports are accounted for. The foundation
modulus used in the beam on elastic foundation model is chosen so that the perpendicular-to-grain tensile strength and fracture
energy properties of the wood are correctly represented. This ensures that a conventional stress analysis and failure criterion
lead to the same solution as the compliance method of fracture mechanics. A semiempirical efficiency factor is proposed to
account for the influence of the total beam depth, which does not enter the beam on elastic foundation model, but the effect
of which is evident from tests. It is shown that the so-called Van der Put/Leijten model, which recently has been adopted
in Eurocode 5, appears as a special case of the model presented. Tests on simply supported beams with a single dowel joint
at midspan are compared with the theoretical predictions. Various edge distances, beam depths, and spans were tested. 相似文献
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Xudong Zhu Songlin Yi Ying Gao Jirong Zhang Chun Ni Xiangya Luo 《Journal of Wood Science》2017,63(5):445-454
This study examined the influence of welded depth and CuCl2 pretreated dowels on wood dowel welding. In untreated group without pretreatment (group A), test results indicated that welded depth 40 mm exhibited higher pullout resistance than the other welded depths. In the same welded depth of 30 mm, specimens with dowels immersed in CuCl2 solution for 30 min (group B) exhibited the highest pullout resistance than the other specimens. According to the failure behavior, the pullout resistance of group B was considered to be the maximum theory pullout resistance in the welded depth of 30 mm. Weibull distribution could be applied reasonably to analyze pullout resistance of different welded depth. The linear simulation and Eckelman formula could not fit the relation of pullout resistance and welded depth. While the nonlinear simulation of sine function could fit the relation accurately. Based on the Weibull distribution, 95% reliability pullout resistance was calculated. The nonlinear simulation of sine function also existed between 95% reliability pullout resistance and welded depth. The temperature difference of group A-30 and group B was tested to study the reason of different pullout resistance. Both of the two groups, the temperature of point 1 was the highest, and the point 3 was the lowest. The pullout resistance was affected significantly by the temperature of point 2 and 3. For point 1, 260 °C was an excessive temperature, while 224.3 °C was the better choice for welding in this study. 相似文献
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Splitting failure in beam splice joints with glued-in rods parallel to grain in endwood subjected to pure shear is considered. A simple theoretical expression based on beam-on-elastic-foundation theory and quasi-non-linear fracture mechanics is presented for calculation of the joint strength. Tests were conducted on jointed beams in a four-point bending test setup in which the joints were located at the point of pure shear force. Hardwood dowels with a diameter of 12mm and a glued-in length of 120mm were used as rods, and various beam cross sections and dowel configurations were tested. The theory presented is found to agree well with test results in all cases in which the edge distance of the glued-in rods is relatively small. Some test results indicate that the theory may be conservative in case of large edge distances. 相似文献
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Bending moment resistance of dowel corner joints in case-type furniture under diagonal compression load 总被引：1，自引：0，他引：1
We investigated bending moment resistance under diagonal compression load of corner doweled joints with plywood members. Joint members were made of 11-ply hardwood plywood of 19 mm thickness. Dowels were fabricated of Beech and Hornbeam species. Their diameters(6, 8 and 10 mm) and depths of penetration(9, 13 and 17 mm) in joint members were chosen variables in our experiment. By increasing the connector's diameter from 6 to 8 mm, the bending moment resistance under diagonal compressive load was increased, while it decreased when the diameter was increased from 8 to 10 mm. The bending moment resistance under diagonal compressive load was increased by increasing the dowel's depth of penetration. Joints made with dowels of Beech had higher resistance than dowels of Hornbeam. Highest resisting moment(45.18 N·m) was recorded for joints assembled with 8 mm Beech dowels penetrating 17 mm into joint members Lowest resisting moment(13.35 N·m) was recorded for joints assembled with 6 mm Hornbeam dowels and penetrating 9 mm into joint members. 相似文献
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On mechanical behavior of traditional timber shear wall in Taiwan I: background and theory derivation 总被引：1，自引：0，他引：1
The objectives of this study were to explore the mechanical behavior of traditional timber shear walls in Taiwan and to propose
a theoretical model to predict their lateral force resistance. An extensive field investigation was conducted, and the dimensions,
tectonic detail, and materials used were recorded. The data collected were used as the reference for theoretical derivation
and experimental design. In the theoretical model, the moment resistance of entire shear walls was derived from the contributions
of the moment-resisting capacity supplied not only by embedment and friction action between board units and beams but also
the dowel action of bamboo nails. Timber shear walls with various geometric conditions and material properties are considered.
The theoretical model demonstrated in this study can be used to predict the mechanical behavior of timber shear walls and
will be verified by experiments in our next article. 相似文献
18.
Monotonic and reversed cyclic loading tests were conducted on dowel-type timber joints with varying degrees of wood decay
due to Fomitopsis palustris (Berk. et Curt.), a brown rot fungus, and the effect of decay on various shear performances of dowel-type joints was investigated.
For joints affected by the brown rot fungus, the initial stiffness, yield load, and maximum load of dowel-type joints were
significantly decreased, even with a small mass loss of wood. The reductions in shear performance were the largest for initial
stiffness, followed by yield load and maximum load, in that order. For a 1% reduction of the yield load, initial stiffness
and maximum load showed reductions of 1.15% and 0.77%, respectively. When dowel-type joints that had been exposed to the brown
rot fungus were subjected to reversed cyclic loading, the gap between the dowel and the lead hole of the wood was increased
and equivalent viscous damping was decreased. These results indicate that decay around the dowel lead hole especially affects
the load-displacement behavior at small displacement level, and dowel-type joints under cyclic loading have very low resistance
to forces acting on the wooden structure.
Part of this report was presented at the 5th Symposium on Timber Bridges of the Japan Society of Civil Engineers, Tokyo, July
2006; the 56th Annual Meeting of the Japan Wood Research Society, Akita, August 2006; and the Annual Meeting of the Architectural
Institute of Japan, Fukuoka, August 2007 相似文献
19.
Compressed wooden plates and dowels were used to connect members in post-and-beam structures as a substitute for a steel fastener.
In order to take advantage of the characteristic properties of compressed wood and to achieve optimum joint performance, two
compressed wooden plates were used in each joint to give multiple shear planes for each compressed wooden dowel. Consequently,
this type of joint showed very good properties in pull-out and momen-trotation performance, and its engineering design could
be further optimized. This joint is expected to be introduced to many kinds of structural systems, including long-span frame
structures made of domestic timber found in Japanese residential houses. 相似文献
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Yasushi Nakashima Masaki Harada Tomoyuki Hayashi Masahiko Karube Tadashi Higashino 《Journal of Wood Science》2006,52(1):44-50
To study the shear strength of structural joints in sugi (Cryptomeria japonica D. Don) — Japanese larch (Larix kaempferi Carriere) composite glulam beams using structural connectors with double shear plates, shear tests were conducted on two
types of joint (post-beam and girder-beam). Two types of the composite beam (240 and 300 mm depth) were prepared for the tests.
Ordinary sugi glulam beam and Japanese larch glulam beam were also used as control specimens. The load—displacement curves
of joints in composite beams were somewhere between those of sugi and Japanese larch glulam beams. The shear strength of joints
in composite beams was higher than that in the sugi glulam beam control. However, the allowable loads of the joints in composite
beams were lower than those in the sugi beam with 240 mm depth. Large variation of maximum load of the joints in the composite
beams resulted in lower allowable load. 相似文献