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REINFORCED CONCRETE ON THE CHINESE RAILWAYS. (INCLUDES APPENDIX).

Minutes of the Proceedings of the Institution of Civil Engineers (1923) 215 (1923): 295–316.

https://doi.org/10.1680/imotp.1923.15715

Published: 01 January 1923

...H STRINGER © Thomas Telford and ICE 1923 PEKING MUKDEN RAILWAY REINFORCED CONCRETE RAILWAYS COUNTRIES DEVELOPING REINFORCEMENT EXPERIMENTS RAILS SLABS CALCULATIONS NEUTRAL AXIS MOMENTS RESISTANCE TESTS BEAMS FAILURES ADHESION BRIDGES PILES PIPES PEKING...

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DISCUSSION. HIGH SPEED ON RAILWAY CURVES AND A PRACTICAL METHOD FOR THE IMPROVEMENT OF EXISTING RAILWAY CURVES.

W H SHORTT, J W SPILLER, J C INGLIS, J W J HOOD, C O BURGE, E BENEDICT, C A C WILSON, F SHELFORD, H A YORKE, R P WILLIAMS, F E ROBERTSON, J GLOVER, R E COOPER, R H SMITH, W H THORPE

Minutes of the Proceedings of the Institution of Civil Engineers (1909) 176 (1909): 119–169.

https://doi.org/10.1680/imotp.1909.17671

Published: 01 January 1909

... on the pointsraised. I n investigating the behaviour of a four-wheeled truck on a curve Mr. Spiller explained that the motion of a car might be considered as consisting of a straight roll forwards together with a horizontal rotation, and stated that while the position of the axis about which the rotation took place...

View article titled, DISCUSSION. HIGH SPEED ON RAILWAY CURVES AND A PRACTICAL METHOD FOR THE IMPROVEMENT OF EXISTING RAILWAY CURVES.

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EXPERIMENTS OF THE STRENGTH PROPERTIES OF REINFORCED-CONCRETE BEAMS.

W C POPPLEWELL

Minutes of the Proceedings of the Institution of Civil Engineers (1909) 177 (1909): 177–192.

https://doi.org/10.1680/imotp.1909.17704

Published: 01 January 1909

...W C POPPLEWELL EXPERIMENTS STRENGTH PROPERTIES REINFORCED CONCRETE BEAMS PORTLAND CEMENT TESTS STEEL MACHINERY CRUSHING DEFLECTION ELASTICITY AXIS STRESS LOADS NEUTRAL POSITIONS BENDING MOMENTS STRESS © Thomas Telford and ICE 1909 Papers.] FOPPLEWELL ON REINFORCED...

View article titled, EXPERIMENTS OF THE STRENGTH PROPERTIES OF REINFORCED-CONCRETE BEAMS.

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REMARKS ON THE POSITION OF THE NEUTRAL AXIS OF BEAMS.

C SCHAFHAEUTL

Minutes of the Proceedings of the Institution of Civil Engineers (1844) 3 (1844): 248–249.

https://doi.org/10.1680/imotp.1844.24551

Published: 01 January 1844

...C SCHAFHAEUTL © Thomas Telford and ICE 1844 BEAMS POSITIONS NEUTRAL AXIS TESTS LIGHT POLARISATION March 7, 1844. The PRESIDENT in the Chair. The following were balloted for and elected:-Henry Clutton, SamueHl ockingC, harles Ower, ThomasBrnntona, ndCaptain George Evans, R.N...

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DISCUSSION. EXPERIMENTS FOR DETERMINING THE POSITION OF THE NEUTRAL AXIS OF RECTANGULAR BEAMS OF CAST AND WROUGHT IRON AND WOOD, AND ALSO FOR ASCERTAINING THE RELATIVE AMOUNT OF COMPRESSION AND EXTENSION AT THEIR UPPER AND UNDER SURFACES, WHEN SUBJECTED TO TRANSVERSE STRAIN.

B DONKIN, C VIGNOLES, W CUBITT, J HORNE

Minutes of the Proceedings of the Institution of Civil Engineers (1841) 1 (1841): 121–122.

https://doi.org/10.1680/imotp.1841.24970

Published: 01 January 1841

...B DONKIN; C VIGNOLES; W CUBITT; J HORNE © Thomas Telford and ICE 1841 IRON CAST WROUGHT WOOD BEAMS POSITIONS CALCULATING RECTANGULAR NEUTRAL AXIS COMPRESSION EXTENSIONS TRANSVERSE STRAIN EXPERIMENTS RAILWAYS BARS 121 From these experiments on the amount of extension...

View article titled, DISCUSSION. EXPERIMENTS FOR DETERMINING THE POSITION OF THE NEUTRAL AXIS OF RECTANGULAR BEAMS OF CAST AND WROUGHT IRON AND WOOD, AND ALSO FOR ASCERTAINING THE RELATIVE AMOUNT OF COMPRESSION AND EXTENSION AT THEIR UPPER AND UNDER SURFACES, WHEN SUBJECTED TO TRANSVERSE STRAIN.

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Journal Articles

EXPERIMENTS FOR DETERMINING THE POSITION OF THE NEUTRAL AXIS OF RECTANGULAR BEAMS OF CAST AND WROUGHT IRON AND WOOD, AND ALSO FOR ASCERTAINING THE RELATIVE AMOUNT OF COMPRESSION AND EXTENSION AT THEIR UPPER AND UNDER SURFACES, WHEN SUBJECTED TO TRANSVERSE STRAIN.

J COLTHURST

Minutes of the Proceedings of the Institution of Civil Engineers (1841) 1 (1841): 118–121.

https://doi.org/10.1680/imotp.1841.24969

Published: 01 January 1841

...J COLTHURST © Thomas Telford and ICE 1841 IRON CAST WROUGHT WOOD BEAMS POSITIONS CALCULATING RECTANGULAR NEUTRAL AXIS COMPRESSION EXTENSIONS TRANSVERSE STRAIN GIRDERS BARS METALS BATTENS TIMBER EXPERIMENTS l18 April 20, 1841. T h e P R E S I D E N T i n t h eChair...

View article titled, EXPERIMENTS FOR DETERMINING THE POSITION OF THE NEUTRAL AXIS OF RECTANGULAR BEAMS OF CAST AND WROUGHT IRON AND WOOD, AND ALSO FOR ASCERTAINING THE RELATIVE AMOUNT OF COMPRESSION AND EXTENSION AT THEIR UPPER AND UNDER SURFACES, WHEN SUBJECTED TO TRANSVERSE STRAIN.

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REINFORCED CONCRETE ON THE CHINESE RAILWAYS. (INCLUDES APPENDIX).

DISCUSSION. HIGH SPEED ON RAILWAY CURVES AND A PRACTICAL METHOD FOR THE IMPROVEMENT OF EXISTING RAILWAY CURVES.

EXPERIMENTS OF THE STRENGTH PROPERTIES OF REINFORCED-CONCRETE BEAMS.

REMARKS ON THE POSITION OF THE NEUTRAL AXIS OF BEAMS.

DISCUSSION. EXPERIMENTS FOR DETERMINING THE POSITION OF THE NEUTRAL AXIS OF RECTANGULAR BEAMS OF CAST AND WROUGHT IRON AND WOOD, AND ALSO FOR ASCERTAINING THE RELATIVE AMOUNT OF COMPRESSION AND EXTENSION AT THEIR UPPER AND UNDER SURFACES, WHEN SUBJECTED TO TRANSVERSE STRAIN.

EXPERIMENTS FOR DETERMINING THE POSITION OF THE NEUTRAL AXIS OF RECTANGULAR BEAMS OF CAST AND WROUGHT IRON AND WOOD, AND ALSO FOR ASCERTAINING THE RELATIVE AMOUNT OF COMPRESSION AND EXTENSION AT THEIR UPPER AND UNDER SURFACES, WHEN SUBJECTED TO TRANSVERSE STRAIN.

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REINFORCED CONCRETE ON THE CHINESE RAILWAYS. (INCLUDES APPENDIX).

DISCUSSION. HIGH SPEED ON RAILWAY CURVES AND A PRACTICAL METHOD FOR THE IMPROVEMENT OF EXISTING RAILWAY CURVES.

EXPERIMENTS OF THE STRENGTH PROPERTIES OF REINFORCED-CONCRETE BEAMS.

REMARKS ON THE POSITION OF THE NEUTRAL AXIS OF BEAMS.

DISCUSSION. EXPERIMENTS FOR DETERMINING THE POSITION OF THE NEUTRAL AXIS OF RECTANGULAR BEAMS OF CAST AND WROUGHT IRON AND WOOD, AND ALSO FOR ASCERTAINING THE RELATIVE AMOUNT OF COMPRESSION AND EXTENSION AT THEIR UPPER AND UNDER SURFACES, WHEN SUBJECTED TO TRANSVERSE STRAIN.

EXPERIMENTS FOR DETERMINING THE POSITION OF THE NEUTRAL AXIS OF RECTANGULAR BEAMS OF CAST AND WROUGHT IRON AND WOOD, AND ALSO FOR ASCERTAINING THE RELATIVE AMOUNT OF COMPRESSION AND EXTENSION AT THEIR UPPER AND UNDER SURFACES, WHEN SUBJECTED TO TRANSVERSE STRAIN.

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