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钢塔斜拉桥力杆式支撑体系施工技术的研发与应用 被引量:1
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作者 杨基好 《工程建设与设计》 2020年第2期52-53,共2页
安徽省金寨县新江路长征大桥主桥为独塔斜拉结构,主塔为双柱式钢斜塔,垂直高度为59.2m,塔身与桥面成75°夹角。钢塔采用分段制造、分段安装的施工方法,由于塔身较高,施工中需对主塔进行临时支撑,施工单位研发并使用了力杆式支撑体系... 安徽省金寨县新江路长征大桥主桥为独塔斜拉结构,主塔为双柱式钢斜塔,垂直高度为59.2m,塔身与桥面成75°夹角。钢塔采用分段制造、分段安装的施工方法,由于塔身较高,施工中需对主塔进行临时支撑,施工单位研发并使用了力杆式支撑体系,保证了施工安全、节约了施工成本、缩短了施工工期。 展开更多
关键词 钢斜塔 力杆式 支撑体系 技术研发
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Improved elastase production by Bacillus sp. EL31410—further optimization and kinetics studies of culture medium for batch fermentation 被引量:5
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作者 何国庆 陈启和 +1 位作者 琚晓捷 石乃冬 《Journal of Zhejiang University Science》 CSCD 2004年第2期149-156,共8页
An efficient culture medium producing a bacterial elastase with high yields was developed further following preliminary studies by means of response surface method. Central composite design (CCD) and response surface ... An efficient culture medium producing a bacterial elastase with high yields was developed further following preliminary studies by means of response surface method. Central composite design (CCD) and response surface method-ology were applied to optimize the medium constituents. A central composite design was used to explain the combined effect of three medium constituents, viz, glucose, K2HPO4, MgSO47H2O. The strain produced more elastase in the completely optimized medium, as compared with the partially optimized medium. The fitted model of the second model, as per RSM, showed that glucose was 7.4 g/100 ml, casein 1.13 g/100 ml, corn steep flour 0.616 g/100 ml, K2HPO4 0.206 g/100 ml and MgSO47H2O 0.034 g/100 ml. The fermentation kinetics of these two culture media in the flask experiments were analyzed. It was found that the highest elastase productivity occurred at 54 hours. Higher glucose concentration had inhibitory effect on elastase production. At the same time, we observed that the glucose consumption rate was slow in the completely optimized medium, which can explain the lag period of the highest elastase production. Some metal ions and surfactant additives also affected elastase production and cell growth. 展开更多
关键词 ELASTASE Bacillus sp. EL31410 Culture medium optimization Central composite design Response surface methodology Batch fermentation Fermentation kinetics studies
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Combined effects of temperature and axial pressure on dynamic mechanical properties of granite 被引量:7
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作者 Tu-bing YIN Rong-hua SHU +2 位作者 Xi-bing LI Pin WANG Long-jun DONG 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2016年第8期2209-2219,共11页
In order to get the dynamic mechanical properties of deep rock mass suffered both high temperature and high pressure,impact loading experiments on granite subjected to temperature and axial pressure were carried out. ... In order to get the dynamic mechanical properties of deep rock mass suffered both high temperature and high pressure,impact loading experiments on granite subjected to temperature and axial pressure were carried out. Furthermore, the internalstructure characteristics of granite under different temperatures were observed by scanning electron microscopy (SEM). The results show that the longitudinal wave velocity assumes a downward trend which shows a rapid drop before falling slowly as the temperature increases. The uniaxial compressive strength of the specimen decreases significantly at temperatures of 25?100 °C compared to that at temperatures of 100?300 °C. The peak strain rises rapidly before the dividing point of 100 °C, but increases slowly after the dividing point. The internal structure of the rock changes substantially as the temperature increases, such as the extension and transfixion of primary and newborn cracks. In addition, the thermal damage under axial pressure is greater than that described by the longitudinal wave velocity and the phenomenon shows obviously when the temperature increases. 展开更多
关键词 rock dynamics split Hopkincon pressure bar temperature pressure coupling dynamic mechanical properties
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Dynamic mechanical properties and instability behavior of layered backfill under intermediate strain rates 被引量:20
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作者 Yun-hai ZHANG Xin-min WANG +1 位作者 Chong WEI Qin-li ZHANG 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2017年第7期1608-1617,共10页
To obtain dynamic mechanical properties and failure rule of layered backfill under strain rates from10to80s-1,impactloading test on layered backfill specimens(LBS)was conducted by using split Hopkinson pressure bar sy... To obtain dynamic mechanical properties and failure rule of layered backfill under strain rates from10to80s-1,impactloading test on layered backfill specimens(LBS)was conducted by using split Hopkinson pressure bar system.The results indicatethat positive correlation can be found between dynamic compressive strength and strain rate,as well as between strength increasefactor and strain rate.Dynamic compressive strength of LBS gets higher as the arithmetic average cement-sand ratio increases.Compared with static compressive strength,dynamic compressive strength of LBS is enhanced by11%to163%.In addition,theenergy dissipating rate of LBS lies between that of corresponding single specimens,and it decreases as the average cement contentincreases.Deformation of LBS shows obvious discontinuity,deformation degree of lower strength part of LBS is generally higherthan that of higher strength part.A revised brittle fracture criterion based on the Stenerding-Lehnigk criterion is applied to analyzingthe fracture status of LBS,and the average relevant errors of the3groups between the test results and calculation results are4.80%,3.89%and4.66%,respectively. 展开更多
关键词 layered backfill specimen (LBS) split Hopkinson pressure bar (SHPB) dynamic mechanical properties damage characteristic failure criterion
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A Simplified Method for Analyzing Truss Structure Due to Removal of Members
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作者 周岱 周笠人 刘红玉 《Journal of Shanghai Jiaotong university(Science)》 EI 2003年第2期118-122,共5页
Based on relating equation group, a simplified method was presented in terms of the matrix displacement method, which can be conveniently used to study the re-distribution of the internal forces and displacement of tr... Based on relating equation group, a simplified method was presented in terms of the matrix displacement method, which can be conveniently used to study the re-distribution of the internal forces and displacement of truss structures due to the removal of members. Such removal is treated as though adding a load case to the original truss, and the re-distribution can be calculated without modifying the original global stiffness matrix. The computational efficiency of the presented method is faster by square times than that of the matrix displacement method. The results from the two methods are identical. 展开更多
关键词 TRUSS MEMBER load case relating equation
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