简介:摘要预应力钢绞线施工时,采用张拉应力和伸长值双控,按照设计要求控制张拉应力,以伸长值进行校核,实际伸长值和理论伸长值误差不得超过6%,所以伸长值的计算和量测相当重要。本文结合南水北调某跨渠排水渡槽23米T梁的张拉施工过程,对后张法预应力施工中伸长值计算和量测方法进行详细介绍。
简介:Anisotropyandnon-uniformityinplasticbehaviorofAZ31magnesiumalloyplates;Determinationoftruestress-strain-curvesandnormalanisotropyintensiletestswithopticalstrainmeasurement;Hydromechanicalforming-analternativeinmodernbodyproduction;Investigationoftheforminglimitsintheprocessesofsheetmetalstretching;Limitstrainsofanisotropicandsuperplasticsheetmetalforming;