A revision of the European species of Baeoneurella Dodd (Hymenoptera: Scelionidae)

ABSTRACT

The genus Baeoneurella Dodd, is resurrected, and Eumicrosoma Gahan, is treated as a junior synonym. A comparison between Baeoneurella and Telenomus Haliday, with emphasis on the T. floridanus group, is made to evaluate the generic limits of Baeoneurella, and synapomorphies for this genus are presented. The European species of Baeoneurella, including a new species, B. maceki Popovici, Masner and Polaszek, are described and illustrated, with new data concerning their distribution and habitats. Keys to the European species of this genus for females and for males are provided.

http://zoobank.org/urn:lsid:zoobank.org:pub:3F3ECAB2-FBF9-40BB-8447-06CEF1073038     

波形钢腹板箱梁桥面板横向内力计算方法

通过静力试验,对单箱双室波形钢腹板缩尺试验梁的桥面板横向受力特点和箱梁框架变形进行分析.结合试验结果和波形钢腹板箱梁的力学特点,提出了一种刚架模型,并将波形钢腹板箱梁桥面板的横向内力计算结果与传统箱梁框架模型和公路桥规中的简支板与连续板模型的横向内力计算结果进行对比.结果表明:刚架模型和箱梁框架模型的计算结果与试验值较为吻合,误差均在10%以内;简支板与连续板模型的计算结果则较为保守,与试验值的误差在20%左右;与箱梁框架模型相比,刚架模型比较简单,并且考虑了波形钢腹板线刚度与混凝土桥面板线刚度比值对混凝土桥面板横向内力的影响.     

波形钢腹板组合箱梁桥的设计与计算分析

针对国内首座应用于高速公路的波形钢腹板组合箱梁桥——卫河特大桥,对其箱梁预应力体系布置等方面的设计进行了介绍,并采用桥梁博士建立杆件分析模型,对主梁的受力进行了验算.结果表明,在承载能力极限状态下,主梁承载能力满足要求,抗剪连接件的抗剪能力满足要求;在正常使用极限状态下,主梁的应力及主梁挠度满足要求,且波形钢腹板不会发生屈曲破坏.     

An Australian stiletto fly (Diptera: Therevidae) parasitised by a bee fly (Diptera: Bombyliidae)

Exechohypopion therephaga sp. nov. (Bombyliidae) emerged from the pupa of Parapsilocephala ambocerina sp. nov. (Therevidae) collected near Wentworth, New South Wales, Australia. The adults, pupae and mature larvae of the bombyliid and therevid are described and illustrated. Because the therevid host was collected from soil as a larva, the first instar bombyliid planidium is presumed to attach to the therevid in the larval stage. This is the second known record of a therevid being parasitised. Both known cases occurred in Australia and involved a bombyliid parasitoid.     

Casinaria,a paraphyletic ichneumonid genus (Hymenoptera), and a revision of the Australian species

The Australian species of the campoplegine ichneumonid genus Casinaria are revised and an illustrated key is provided for their identification. Eleven species are recognized, but one is not formally named. The Australian species are referable to two morphologically and biologically distinct groups, the meridionalis species-group (containing amarilla sp. nov., hesperiophaga sp. nov. and meridionalis (Turner)) which are parasitoids of hesperiid larvae, and the siccata species-group (containing eremica sp. nov., micra sp. nov., mythologica sp. nov., pavlova sp. nov., siccata sp. nov., virgata sp. nov., woowonga sp. nov. and species A) which parasitize the larvae of a variety of smaller moths. The holophyly of each of the two species-groups is demonstrated, but characters supporting the holophyly of the genus could not be found, suggesting that Casinaria, as currently recognized, may either be paraphyletic or polyphyletic.     

Superparasitism of Eoxenos laboulbenei De Peyerimhoff (Strepsiptera: Mengenillidae) by Idiomacromerus gregarius (Silvestri) (Hymenoptera: Chalcidoidea) in southern Spain

A female puparium of Eoxenos laboulbenei De Peyerimhoff (Strepsiptera: Insecta) found in Mula, Murcia, Spain was parasitized by five larvae of Idiomacromerus gregarius (Silvestri) (Hymenoptera: Chalcidoidea: Torymidae). The parasitized puparium was kept in the laboratory until the following summer, when four I. gregarius adults emerged from it. This species of chalcidoid is rarely found. It was first described in 1943 from Italy by Silvestri and the present report is the first record from Spain. Here we re-examine and redescribe the newly discovered specimens of I. gregarius, add further details about its morphology and give a brief account of its biology including a new record (the mengenillid E. laboulbenei).     

矩形钢管混凝土翼缘及波形腹板的工字型梁承载力研究

提出一种新型工字梁——翼缘为矩形钢管混凝土的波形腹板工字梁（CFTFGs—cw）．采用有限元软件ANSYS对CFrFGs．CW及翼缘填充混凝土的普通平腹板工字梁（CFTFGs）的静力承载力进行分析．通过与试验结果的对比,验证了有限元模型的可靠性．在此基础上,运用所提出的有限元模型研究了CPTFGs．CW随着几何参数波深hr和波宽b的不同,梁的极限承载力的变化规律．结果表明,与CFTFGs相比,cFTFGs—cw具有更高的承载力和更好的稳定性,是一种静力性能优异的构件．     

应用二维折迭联结单元的波形钢腹板PC梁分析

通过考虑波形钢腹板的折迭效应,提出应用二维折迭联结单元来近似模拟其三维折迭效应的计算方法,建立了简单的二维有限元模型.并应用该方法计算了两个不同比例尺寸的波形钢腹板预应力混凝土试验梁,通过对计算结果与试验结果的比较,证实了这种方法的可行性.应用提出的计算模型,对波形钢腹板PC梁的截面应力、波形钢腹板的受力性能、横向加劲对受力的影响等进行了分析.     

钢桁腹式混凝土组合箱梁的挠度计算

为了研究钢桁腹式混凝土组合箱梁的挠度计算方法和影响其挠度变化的因素,将钢桁腹杆换算为具有等效厚度的换算钢腹板,对悬臂板纵向位移函数进行修正,再利用变分法原理推导综合考虑腹杆剪切变形和剪力滞效应的挠度计算公式.运用有限元软件ANSYS建立组合箱梁的有限元模型,对有限元数值计算值和理论计算值进行比较分析,并在此基础上研究高跨比和腹杆水平倾角对组合箱梁由腹杆剪切变形和剪力滞效应产生的附加挠度的影响.研究结果表明:对组合箱梁悬臂板纵向位移函数进行修正可提高挠度计算精度;对于处于合理高跨比的组合箱梁而言,其腹杆的剪切变形和剪力滞效应产生的附加挠度不可忽略;组合箱梁腹杆水平倾角仅会对腹杆剪切变形引起的附加挠度产生影响.