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作 者:姜志琳[1] 赵均海[1] 吕美彤 张磊[1] JIANG Zhi-lin;ZHAO Jun-hai;Lü Mei-tong;ZHANG Lei(School of Civil Engineering,Chang'an University,Xi'an,Shaanxi 710061,China)
出 处:《工程力学》2018年第A01期6-12,共7页Engineering Mechanics
基 金:国家自然科学基金项目(51508028;41202191);中国博士后科学基金项目(2016T90879;2014M562357);中央高校基本科研业务费专项资金项目(310828173402)
摘 要:基于双剪统一强度理论与双线性强化模型,考虑材料拉压强度的不同及中间主应力效应的影响,推导了均匀内压作用下双层厚壁圆筒的弹、塑性极限内压解,分析了强化模量系数、拉压强度比、统一强度理论参数、内外半径比及分层半径对弹、塑性极限内压统一解的影响。结果表明:随着外径与内径之比的增大,弹、塑性极限内压增加,随着统一强度理论参数的增大,其值增加,随着拉压强度比的增大,其值减小;弹性极限内压与强化模量系数的取值无关,塑性极限内压随着强化模量系数的增大而增加;内外筒的分层半径对弹性极限内压有显著影响,而对塑性极限内压的影响较小。工程应用中,应选择较为合理的壁厚,使其在安全的基础上承受更大的内力;应充分考虑材料中间主应力及拉压强度比的影响,更准确的计算其受力情况,充分发挥材料的潜能。Considering the different tensile-compressive strength of materials and the effect of intermediate principal stress, the unified solutions of the elastic limit internal pressure and the plastic limit internal pressure of a double-layered thick-walled cylinder under internal pressure are deduced, based on twin shear unified strength theory and a bilinear hardening model. The influence of parameters on the unified solution of elastic and plastic limit internal pressure is analyzed. It is shown that: each unified solution increases with increase of the radius ratio and unified strength theory parameter, but decreases with increase of the tension-compression ratio. The elastic limit internal pressure is irrelevant to the strain-hardening modulus coefficient, but the plastic limit internal pressure increases with the increase of the strain-hardening modulus coefficient. The delamination radius has a significant influence on the elastic limit internal pressure, but has a slight influence on the plastic limit internal pressure. For the engineering applications, reasonable wall thickness should be chosen so as to bear a greater internal force on the basis of safety. The consideration of the intermediate principal stress effect and tension-compression ratio can make materials develop their full potential ability.
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