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基于温度胀缩变形效应的半连续UHPC桥面连接板受力性能试验研究
黄福云, 邱静雯, 应博学, 薛俊青, 何凌峰
中国公路学报 ›› 2026, Vol. 39 ›› Issue (10) : 310-322.
PDF全文下载(6376 KB)
PDF全文下载(6376 KB)
基于温度胀缩变形效应的半连续UHPC桥面连接板受力性能试验研究
Mechanical Performance of Semi-continuous UHPC Link Slab Based on Temperature Expansion and Contraction Deformation Under Quasi-static Test
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