{"currentpage":1,"firstResult":0,"maxresult":10,"pagecode":5,"pageindex":{"endPagecode":5,"startPagecode":1},"records":[{"abstractinfo":"在硅圆片表面亲水活化键合工艺中引入了紫外光照射并对其工艺参数和效果进行了评估.基于基本键合流程,通过对比实验,研究紫外光照与否,以及照射时间长短对硅片键合质量的影响.同时利用红外检测仪,拉伸强度测试仪以及原子力显微镜分别对键合面积,键合强度和表面粗糙度等因素进行了测定.此外,利用了<span style=\"color:red\">承载率</span>这一指标,对比了达到相同<span style=\"color:red\">承载率</span>时所需要克服的形变,以此对硅片的键合能力进行了评估.各项结果表明,硅片经过C波段和V波段的混合紫外光照射5min,相比于不经过紫外辐射的硅片,表面粗糙度得到了明显的改善,并获得最高的键合能力和拉伸强度.长时间的紫外辐射会破坏表面,进而影响其键合能力,使得拉伸强度降低.","authors":[{"authorName":"林晓辉","id":"4135f9ed-27fe-4e85-8a9b-aa90957c7cac","originalAuthorName":"林晓辉"},{"authorName":"史铁林","id":"2c349b78-ae05-4313-972e-9812fa4ca398","originalAuthorName":"史铁林"},{"authorName":"廖广兰","id":"62ab6f1e-3f7d-423c-b243-77fdc0cb9ead","originalAuthorName":"廖广兰"},{"authorName":"汤自荣","id":"6e72ebdd-343f-434c-bffe-4389bce05ec2","originalAuthorName":"汤自荣"},{"authorName":"彭平","id":"daac4535-d1cb-440d-8587-d4fdc5b3ebd5","originalAuthorName":"彭平"},{"authorName":"王海珊","id":"2561ea6a-89c4-4121-b297-13f2ce240a73","originalAuthorName":"王海珊"}],"doi":"10.3969/j.issn.1007-4252.2008.02.016","fpage":"353","id":"c799dc28-e997-4bbb-9cbe-a95afb2b8690","issue":"2","journal":{"abbrevTitle":"GNCLYQJXB","coverImgSrc":"journal/img/cover/GNCLYQJXB.jpg","id":"34","issnPpub":"1007-4252","publisherId":"GNCLYQJXB","title":"功能材料与器件学报   "},"keywords":[{"id":"750d7706-08a7-48ae-b62c-29c54052bed3","keyword":"表面活化","originalKeyword":"表面活化"},{"id":"d3e986a6-815c-40f3-a503-ad66ac97264f","keyword":"紫外辐射","originalKeyword":"紫外辐射"},{"id":"af575d4c-1a5a-400d-8f73-cae9dfa036b2","keyword":"表面粗糙度","originalKeyword":"表面粗糙度"},{"id":"349294f8-b6f4-4155-a46b-14e5ac6462da","keyword":"<span style=\"color:red\">承载率</span>","originalKeyword":"承载率"}],"language":"zh","publisherId":"gnclyqjxb200802016","title":"紫外光辐射在硅片表面活化键合中的应用","volume":"14","year":"2008"},{"abstractinfo":"已有研究表明,钢管混凝土柱和FRP约束混凝土柱<span style=\"color:red\">承载</span>力的计算方法不适用于FRP约束钢管混凝土柱<span style=\"color:red\">承载</span>力的计算.为研究FRP约束钢管混凝土长柱的<span style=\"color:red\">承载</span>力,本文以钢管约束效应系数ξs和FRP约束效应系数ξf为主要参数,考虑混凝土强度等级对FRP约束钢管混凝土柱<span style=\"color:red\">承载</span>力提高效果的调整系数,建立了FRP约束钢管混凝土短柱<span style=\"color:red\">承载</span>力的计算模型.在此基础上,分别引入钢管混凝土稳定系数φs和FRP约束混凝土柱稳定系数φf,建立FRP约束钢管混凝土长柱的<span style=\"color:red\">承载</span>力计算模型.并将模型的计算结果与试验数据进行比较.","authors":[{"authorName":"于峰","id":"cd9bbc4b-86ba-44f9-996e-40fc8484250a","originalAuthorName":"于峰"},{"authorName":"武萍","id":"52ecf19b-e67c-477d-a780-99d7312cc89c","originalAuthorName":"武萍"}],"doi":"10.3969/j.issn.1003-0999.2011.04.015","fpage":"60","id":"6c0d6a9b-f8ed-4a78-a745-8f310faac4c0","issue":"4","journal":{"abbrevTitle":"BLGFHCL","coverImgSrc":"journal/img/cover/BLGFHCL.jpg","id":"6","issnPpub":"1003-0999","publisherId":"BLGFHCL","title":"玻璃钢/复合材料"},"keywords":[{"id":"25043a53-1943-4969-9c76-d87b288441f8","keyword":"FRP","originalKeyword":"FRP"},{"id":"877243e7-8466-41d5-aeed-c6629b47886e","keyword":"钢管混凝土","originalKeyword":"钢管混凝土"},{"id":"66c462c0-9f8b-43d9-8319-725ae22deeff","keyword":"<span style=\"color:red\">承载</span>力","originalKeyword":"承载力"},{"id":"83e2dc4b-1810-4e6c-be3b-019d31933fa3","keyword":"稳定系数","originalKeyword":"稳定系数"},{"id":"4c91ce5b-b169-47e9-8926-d66c31755726","keyword":"约束","originalKeyword":"约束"}],"language":"zh","publisherId":"blgfhcl201104015","title":"FRP约束钢管混凝土长柱<span style=\"color:red\">承载</span>力研究","volume":"","year":"2011"},{"abstractinfo":"从复合材料的基本力学特征和多墙结构<span style=\"color:red\">承载</span>的基本力学原理出发,结合工程实践的具体需求,对该结构建立<span style=\"color:red\">承载</span>能力计算模型,推导计算<span style=\"color:red\">承载</span>能力的公式,特别是多墙结构后屈曲<span style=\"color:red\">承载</span>能力的分析,并编写了一套分析软件.通过实例计算,并与实验结果进行对比,发现该软件具有计算精度高、计算时间短的优点.可解决飞机设计面临的复合材料多墙结构的<span style=\"color:red\">承载</span>能力的计算问题.","authors":[{"authorName":"程文渊","id":"ab129d15-f35e-48c7-b869-ffb92ad965d4","originalAuthorName":"程文渊"},{"authorName":"崔德刚","id":"ffd5ff41-23fb-4668-a072-7d16b4746660","originalAuthorName":"崔德刚"},{"authorName":"顾志芬","id":"b8c33285-47fc-46b1-855d-cf95e89351bd","originalAuthorName":"顾志芬"},{"authorName":"崔德渝","id":"96663957-2b9a-4878-8b44-51b32ff7739d","originalAuthorName":"崔德渝"},{"authorName":"王进","id":"a76d889d-df8e-440a-94cd-e8d8955baa97","originalAuthorName":"王进"}],"doi":"10.3321/j.issn:1000-3851.2006.04.021","fpage":"119","id":"79b89104-da96-4087-9c67-5106e2dc653f","issue":"4","journal":{"abbrevTitle":"FHCLXB","coverImgSrc":"journal/img/cover/FHCLXB.jpg","id":"26","issnPpub":"1000-3851","publisherId":"FHCLXB","title":"复合材料学报"},"keywords":[{"id":"1252c183-2696-4d0a-80b0-b6b2d93ca577","keyword":"复合材料","originalKeyword":"复合材料"},{"id":"e1b1e120-61e0-43fa-be73-7e3e545c3be6","keyword":"多墙式结构","originalKeyword":"多墙式结构"},{"id":"da117aca-0140-42f1-a82c-6dbfdd5c9228","keyword":"<span style=\"color:red\">承载</span>能力","originalKeyword":"承载能力"}],"language":"zh","publisherId":"fhclxb200604021","title":"复合材料多墙结构<span style=\"color:red\">承载</span>能力分析","volume":"23","year":"2006"},{"abstractinfo":"内高压成形波节管作为目前应用最广换热设备,其变形特点以及成形后<span style=\"color:red\">承载</span>特性均备受关注.本文通过数值模拟和实验研究的方法,首先分析波节管内高压成形壁厚分布规律、成形精度以及残余应力分布情况,然后分析成形后波节管在<span style=\"color:red\">承载</span>时,典型区域应力应变分布情况,得出波节管在承受不同载荷时的变形特点.研究结果表明:在内高压成形过程,当整形压力为290 MPa时,成形精度较好,根部过渡区域减薄率达21.63％,且此处残余应力最大.在<span style=\"color:red\">承载</span>过程,当波节管承受内压力自由胀形时,波节管等效应力的最大值出现在波节根部过渡区域,此处为<span style=\"color:red\">承载</span>的薄弱区域；当波节管承受轴向压缩和拉伸载荷时,波峰及其附近区域与之对应的产生轴向拉应变和轴向压应变,体现出波节管具备很好的轴向位移补偿能力.","authors":[{"authorName":"韩聪","id":"ec2dcca6-f2f9-4c16-87fb-2849660b156c","originalAuthorName":"韩聪"},{"authorName":"张伟玮","id":"7e4a663b-7339-4fbe-a2bd-3555efd78634","originalAuthorName":"张伟玮"},{"authorName":"韩怀志","id":"19fa135f-d6f4-4c09-8114-5ba58c91e500","originalAuthorName":"韩怀志"},{"authorName":"李炳熙","id":"636fc039-90db-442b-b984-aab1689dabc3","originalAuthorName":"李炳熙"},{"authorName":"苑世剑","id":"8cdacb8b-64db-4b12-b585-389b26cf8a4a","originalAuthorName":"苑世剑"}],"doi":"","fpage":"1","id":"cd3b53f2-5a4a-4b15-a4e1-0e407e8b927c","issue":"4","journal":{"abbrevTitle":"CLKXYGY","coverImgSrc":"journal/img/cover/CLKXYGY.jpg","id":"14","issnPpub":"1005-0299","publisherId":"CLKXYGY","title":"材料科学与工艺"},"keywords":[{"id":"fb984561-0605-47e1-83fa-7035ad357a3d","keyword":"波节管","originalKeyword":"波节管"},{"id":"c9cdd0dc-2179-4d2f-8984-01bec26fa7ff","keyword":"<span style=\"color:red\">承载</span>特性","originalKeyword":"承载特性"},{"id":"8ae3f085-1aaa-4d95-bcb6-f8d60a696f56","keyword":"位移补偿","originalKeyword":"位移补偿"},{"id":"7c099044-ad9d-44ed-ba0b-cab5b0b103ee","keyword":"内高压","originalKeyword":"内高压"},{"id":"717900e0-ee42-499c-983e-a799f21db14f","keyword":"当量应力","originalKeyword":"当量应力"}],"language":"zh","publisherId":"clkxygy201304001","title":"内高压成形波节管<span style=\"color:red\">承载</span>特性分析","volume":"21","year":"2013"},{"abstractinfo":"本文根据几种倾斜焊接接头单轴拉伸试验结果,提出了在复杂应力状态下焊接接头<span style=\"color:red\">承载</span>能力的新计算法,并推导出计算焊接接头强度的经验公式: σ_(eq)=((σ_w~2)+(ewτ_w~2)~(1/2)· 经验公式是根据塑性失稳和现代断裂力学为理论基础提出的。同时指出,倾斜焊接接头总是比垂直焊接接头有较高<span style=\"color:red\">承载</span>能力的传统概念及计算方法是不完整的。","authors":[{"authorName":"陈亮山","id":"b07a8f80-f38b-4703-bbc6-2e4ef3a57218","originalAuthorName":"陈亮山"}],"categoryName":"|","doi":"","fpage":"213","id":"3cc6d1f6-228d-42b5-8f36-9030aaa944f8","issue":"2","journal":{"abbrevTitle":"JSXB","coverImgSrc":"journal/img/cover/JSXB.jpg","id":"48","issnPpub":"0412-1961","publisherId":"JSXB","title":"金属学报"},"keywords":[],"language":"zh","publisherId":"0412-1961_1981_2_5","title":"倾斜焊接接头<span style=\"color:red\">承载</span>能力的研究","volume":"17","year":"1981"},{"abstractinfo":"通过对不同结构的中空玻璃在循环载荷下的挠度和应力进行测量,分析了循环载荷下中空玻璃内、外片厚度比,空气层厚度对其<span style=\"color:red\">承载</span>性能的影响。实验结果表明：循环载荷下,空气层阻尼力增大,使外片玻璃承受更大比例的载荷,但内、外片玻璃刚度仍是决定其载荷分配的主要原因;循环载荷下,内、外片厚度相差越大,中空玻璃的等效厚度越大;空气层厚度对中空玻璃<span style=\"color:red\">承载</span>性能影响较小。进行中空玻璃生产时,应合理选择内、外片厚度及空气层厚度,以达到最佳的设计效果。","authors":[{"authorName":"王立闯","id":"2df8354d-9182-43a1-8e5a-0131f6c1919c","originalAuthorName":"王立闯"},{"authorName":"臧曙光","id":"d7eab3c9-43d5-48fd-ad3a-244501dad38e","originalAuthorName":"臧曙光"},{"authorName":"庞世红","id":"021b9ee4-5800-4663-a25a-8414268a4dcb","originalAuthorName":"庞世红"},{"authorName":"马眷荣","id":"28369d08-359f-4c5c-8504-ee9c210b7b04","originalAuthorName":"马眷荣"},{"authorName":"王炜","id":"7c6869b8-071a-46b0-b7cf-b5f2648974f4","originalAuthorName":"王炜"}],"doi":"","fpage":"119","id":"7bb33742-b2a2-4c2c-8e0b-2facab1ef081","issue":"1","journal":{"abbrevTitle":"CLKXYGCXB","coverImgSrc":"journal/img/cover/CLKXYGCXB.jpg","id":"13","issnPpub":"1673-2812","publisherId":"CLKXYGCXB","title":"材料科学与工程学报"},"keywords":[{"id":"5b3de13e-0c79-4da3-b05f-330e4fc2d0b4","keyword":"循环载荷","originalKeyword":"循环载荷"},{"id":"b21de4ef-7520-4d3d-8bd3-057ea3ef62de","keyword":"中空玻璃","originalKeyword":"中空玻璃"},{"id":"cb504a82-3f7a-4822-8071-3932d6a47366","keyword":"载荷分配","originalKeyword":"载荷分配"},{"id":"02c0fbb2-7188-4ae0-8a28-2e063d2625d1","keyword":"空气层阻尼","originalKeyword":"空气层阻尼"}],"language":"zh","publisherId":"clkxygc201201027","title":"循环载荷下中空玻璃的<span style=\"color:red\">承载</span>特点","volume":"30","year":"2012"},{"abstractinfo":"采用理论校核和有限元分析两种方式,对冷矫直机辊系<span style=\"color:red\">承载</span>能力进行了分析.二者计算结果比较接近,证明了所采用的有限元模型是正确和精确的.并利用所采用的有限元模型,对实际支承辊辊型条件下冷矫辊系<span style=\"color:red\">承载</span>能力进行了分析,计算结果与实际情况相吻合.","authors":[{"authorName":"王英睿","id":"5c0d9c86-e69a-42e8-ba2e-cb0d424f4656","originalAuthorName":"王英睿"},{"authorName":"王英杰","id":"85093829-0b9c-4c82-8418-8a1ff2c274bb","originalAuthorName":"王英杰"},{"authorName":"全基哲","id":"8774772b-0e5c-4205-a77a-1a23c7bde699","originalAuthorName":"全基哲"},{"authorName":"袁建光","id":"c357d626-a1b1-4acf-b4c9-cd019d33876a","originalAuthorName":"袁建光"}],"doi":"","fpage":"62","id":"b4cbaf12-7a0b-416c-944e-41ec3230462f","issue":"2","journal":{"abbrevTitle":"GT","coverImgSrc":"journal/img/cover/GT.jpg","id":"27","issnPpub":"0449-749X","publisherId":"GT","title":"钢铁"},"keywords":[{"id":"aa891e23-29ed-47e7-ad5f-9f0bd62ff190","keyword":"矫直机","originalKeyword":"矫直机"},{"id":"e7f65b96-d458-4351-b4b0-926a5de45686","keyword":"矫直辊","originalKeyword":"矫直辊"},{"id":"4bd18459-d6dc-46fd-8b4e-8ae118945add","keyword":"支承辊","originalKeyword":"支承辊"},{"id":"2b1b946a-f9dc-4c43-a3e9-162a0521423e","keyword":"有限元","originalKeyword":"有限元"}],"language":"zh","publisherId":"gt201002014","title":"厚板冷矫直机辊系<span style=\"color:red\">承载</span>能力分析","volume":"45","year":"2010"},{"abstractinfo":"随着环境的恶化,酸雨侵蚀对工程结构的危害越来越大,酸雨侵蚀引起的混凝土耐久性问题已引起全世界的关注.由于实际工程中的混凝土结构绝大多数都是在<span style=\"color:red\">承载</span>状态下运行的,因此,本文通过<span style=\"color:red\">承载</span>混凝土的酸雨侵蚀试验,研究了工程中广泛应用的粉煤灰混凝土的酸雨侵蚀规律与中性化规律,重点分析了混凝土构件所承受的应力水平和粉煤灰掺量对混凝土中性化的影响.结果表明,弯曲拉应力对混凝土的酸雨腐蚀有加速作用,应力水平越高,加速作用越明显;弯曲压应力将减缓酸雨对混凝土的腐蚀;粉煤灰掺量越大,混凝土中性化深度越大,混凝土酸雨腐蚀越严重.","authors":[{"authorName":"牛获涛","id":"d920595a-3348-475d-b19d-b6a899a4f0bb","originalAuthorName":"牛获涛"},{"authorName":"周浩爽","id":"2c1feaa4-28b7-4a45-b06c-2116634c236c","originalAuthorName":"周浩爽"},{"authorName":"牛建刚","id":"860b9e5a-4f28-4de2-8391-b0c421cb08ca","originalAuthorName":"牛建刚"}],"doi":"","fpage":"411","id":"0d073b74-2b86-4d22-8f12-ebf51f26c2de","issue":"3","journal":{"abbrevTitle":"GSYTB","coverImgSrc":"journal/img/cover/GSYTB.jpg","id":"36","issnPpub":"1001-1625","publisherId":"GSYTB","title":"硅酸盐通报   "},"keywords":[{"id":"edec3bea-e2f5-4084-900c-9f5124ebb868","keyword":"<span style=\"color:red\">承载</span>混凝土","originalKeyword":"承载混凝土"},{"id":"d59fc61a-9974-4702-8222-2f5ecc7f960d","keyword":"酸雨腐蚀","originalKeyword":"酸雨腐蚀"},{"id":"4f356512-155a-484b-b4a0-32ad2813d27c","keyword":"混凝土中性化","originalKeyword":"混凝土中性化"},{"id":"5d94a20b-3283-4ed2-9da4-05dba2f16fbf","keyword":"应力水平","originalKeyword":"应力水平"},{"id":"2d193b5d-ff0e-4971-b393-e425d45b5c38","keyword":"粉煤灰掺量","originalKeyword":"粉煤灰掺量"}],"language":"zh","publisherId":"gsytb200903002","title":"<span style=\"color:red\">承载</span>混凝土酸雨侵蚀中性化试验研究","volume":"28","year":"2009"},{"abstractinfo":"针对航天飞行器飞行特点,本文给出两种基于破坏时间的<span style=\"color:red\">承载</span>能力试验方法,可以获得结构在不同飞行温度和时间下的<span style=\"color:red\">承载</span>能力.能够充分发挥材料在传热过程中的高温<span style=\"color:red\">承载</span>能力,降低结构防热质量.","authors":[{"authorName":"卢睿","id":"9adf00cc-1fe4-4a1f-89f2-8058ccaa9574","originalAuthorName":"卢睿"},{"authorName":"范新中","id":"78879375-1fae-415d-89e0-f5cc06d54703","originalAuthorName":"范新中"},{"authorName":"王世勋","id":"3514e820-509c-4e8f-9fa7-f0115e389a66","originalAuthorName":"王世勋"},{"authorName":"王婧超","id":"4ed0b26a-0e49-48af-ae27-4d24226429dc","originalAuthorName":"王婧超"}],"doi":"10.3969/j.issn.1007-2330.2012.04.023","fpage":"88","id":"abc38659-3012-4246-b7a8-69f338ba280e","issue":"4","journal":{"abbrevTitle":"YHCLGY","coverImgSrc":"journal/img/cover/YHCLGY.jpg","id":"77","issnPpub":"1007-2330","publisherId":"YHCLGY","title":"宇航材料工艺   "},"keywords":[{"id":"0b454110-58c8-4f8d-8a2a-1fb8a88d0c40","keyword":"复合材料","originalKeyword":"复合材料"},{"id":"c6befbcc-5966-4792-8262-fd9dd24eb6d4","keyword":"高温<span style=\"color:red\">承载</span>","originalKeyword":"高温承载"},{"id":"83eab45e-0650-4e39-aebb-c2964beb7f19","keyword":"试验方法","originalKeyword":"试验方法"}],"language":"zh","publisherId":"yhclgy201204023","title":"航天用复合材料结构高温极限<span style=\"color:red\">承载</span>能力试验方法","volume":"42","year":"2012"},{"abstractinfo":"为了对C/SiC复合材料螺栓螺牙的<span style=\"color:red\">承载</span>能力进行评估,采用有限元法和刚度折减方法对C/SiC复合材料螺牙抵抗拉脱的能力进行了研究.结果表明:当齿合螺牙数大于6时,再增加齿合螺牙数已不能有效地提高螺牙的初始拉脱载荷;增大螺距会降低螺牙初始拉脱强度,因而也不能显著地提高螺牙的初始拉脱载荷;在螺距与螺栓直径之比保持常数的情况下,螺牙的初始拉脱载荷与螺栓直径的平方成正比;而螺牙的极限拉脱载荷则近似正比于齿合螺牙数、螺距及螺栓直径.","authors":[{"authorName":"卢子兴","id":"ea54cc17-aed8-4ae7-a732-6651f1a3d266","originalAuthorName":"卢子兴"},{"authorName":"廖强","id":"1a42c805-c36d-4d01-a954-2e150704aa5b","originalAuthorName":"廖强"},{"authorName":"杨振宇","id":"d6f13ff7-7b17-4519-b523-ed96e3f538f3","originalAuthorName":"杨振宇"},{"authorName":"俸翔","id":"0bcdd034-dd99-49c4-aa74-9e6efdcfc792","originalAuthorName":"俸翔"},{"authorName":"张中伟","id":"9a18fba6-6c5c-46a3-a574-77df3b87465a","originalAuthorName":"张中伟"},{"authorName":"冯志海","id":"d0ac65d7-020a-4590-bab5-069be105bcf4","originalAuthorName":"冯志海"}],"doi":"10.13801/j.cnki.fhclxb.20140611.004","fpage":"182","id":"472771ed-2235-46e0-8733-9e38a8ca8c0c","issue":"1","journal":{"abbrevTitle":"FHCLXB","coverImgSrc":"journal/img/cover/FHCLXB.jpg","id":"26","issnPpub":"1000-3851","publisherId":"FHCLXB","title":"复合材料学报"},"keywords":[{"id":"0851332d-ee85-487e-b567-526a6a9d70e0","keyword":"C/SiC复合材料螺栓","originalKeyword":"C/SiC复合材料螺栓"},{"id":"de88e55b-b7dc-4085-a261-3788a851ab4e","keyword":"螺牙拉脱失效","originalKeyword":"螺牙拉脱失效"},{"id":"f3a03bb3-1aeb-449e-9a8e-d32e74415bb2","keyword":"刚度折减方法","originalKeyword":"刚度折减方法"},{"id":"492339df-a946-4095-bae9-e1f04a864af2","keyword":"初始拉脱载荷","originalKeyword":"初始拉脱载荷"},{"id":"fde21d4e-7e2d-45b4-9189-7ad769c39065","keyword":"极限拉脱载荷","originalKeyword":"极限拉脱载荷"}],"language":"zh","publisherId":"fhclxb201501024","title":"C/SiC复合材料螺栓螺牙<span style=\"color:red\">承载</span>能力","volume":"32","year":"2015"}],"totalpage":77,"totalrecord":769}