【摘要】 以碳纤维筋(CFRP筋)有粘结预应力混凝土简支梁三分点加载时的情况为例,在假定双线性的弯矩-曲率关系成立的前提下,给出了其弯矩-挠度关系的建议计算方法。采用此法进行了计算并做了试验。计算结果与试验结果吻合情况良好。更多还原

【Abstract】 In the test of simple beams with bonded prestressing CFRP bars under three-point loading,a bilinear moment-curvature function is studied.The calculation method of moment-deflection relationship is presented.In comparison with the test,the calculation is in conformity with the test result.更多还原